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HomeMy WebLinkAboutPermit D11-246 - PROP GALLERY WEST - STORAGE RACKSPROP GALLERY WEST 1007 INDUSTRY DR Dl 1 -246 City oiI'ukwila • 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.: 2523049071 Address: 1007 INDUSTRY DR TUKW Suite No: Project Name: PROP GALLERY WEST DEVELOPMENT PERMIT Permit Number: D11 -246 Issue Date: 08/15/2011 Permit Expires On: 02/11/2012 Owner: Name: WALTON CWWA TUKWILA 1 LLC Address: C/O CTMT - WALTON RE TAX , 4678 WORLD PARKWAY CIR 63134 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: 10/09/2011 DESCRIPTION OF WORK: ANCHOR AND ALIGN EXISTING RACKING. ATTACHED DRAWINGS, ENGINEERING & SUPPLEMNT DETAIL RACK LOCATION & TYPE AS WELL AS MATERIAL STORED IN RACKS & BUILDING SPRINKLER INFORMATION. Value of Construction: $0.00 Fees Collected: $275.43 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 -246 Printed: 08 -15 -2011 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: 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: N Number: 0 Size (Inches): 0 Sanitary Side Sewer: Sewer Main Extension: Private: Public: Storm Drainage: Street Use: Profit: N Non - Profit: N Water Main Extension: Private: Public: Water Meter: N Permit Center Authorized Signature: Date: B-s- ( I I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development permit and agree to the conditions attached to this permit. Signature: Date: 42e fr Print Name: � ��/,e.!/t.J O 'l 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 D11-246 Printed: 08 -15 -2011 6: All construction shall be done in conform with the approved plans and the requirem of the International Building Code or International Residential C , International Mechanical Code, Washingt te Energy Code. 7: 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. 8: ** *FIRE DEPARTMENT CONDITIONS * ** 9: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 10: Flue spaces shall be provided in accordance with International Fire Code Table 2308.3. Required flue spaces shall be maintained. 11: Storage shall be maintained 2 feet or more below the ceiling in nonsprinklered areas of buildings or a minimum of 18 inches below sprinlder head deflectors in sprinldered areas of buildings. (IFC 315.2.1) 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 sprinkler at the 15 foot elevation of the column, (c) ceiling sprinkler density minimums as determined by the Tukwila Fire Prevention Bureau. (NFPA 13) 13: 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) 14: 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) 15: 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 mnm) 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 min) 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 nun). (IFC 906.7 and IFC 906.9) 16: 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) 17: 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) 18: 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) 19: Maintain fire alarm system audible /visual notification. Addition/relocation of walls or partitions may require relocation and/or addition of audible /visual notification devices. (City Ordinance #2051) 20: All new fire alarm systems or modifications to existing systems shall have the written approval of The Tukwila Fire Prevention Bureau. No work shall commence until a fire department permit has been obtained. (City Ordinance #2051) (IFC 104.2) 21: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and #2051) 22: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 23: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at doc: IBC -7/10 D11 -246 Printed: 08 -15 -2011 CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.dov Building Permit No. b 1 l- ?-4 2 Mechanical Permit No. Plumbing/Gas Permit No. Public Works Permit No. Project No. (For office use only) Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. * *Please Print ** SITE LOCATION Site Address: Tenant Name: Pi--of G4/1/2 r Wp,s t Property Owners Name: 03 R. E Mailing Address: 43 3 L -i, A,A04 'J (v of 1 00 7 J d7�4 -y '� - w King Co Assessor's Tax No.: Suite Number: Floor: 1 New Tenant: Er" Yes ❑ .. No City LJ ?81 State Zip CONTACT PERSON — who do we contact when your permit is ready to be issued Name: /V, ,'k€. ,corer, co0 -t Mailing Address: 1 I (5d S. W • -t el'' f E -Mail Address: IM s oCe r) s on @ (w Day Telephone: PO - 2 b -4t q c-7 City State Zip Fax Number: Vc95'-? $" 69V GENERAL CONTRACTOR INFORMATION = (Contractor Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg 5)) Company NamejUo' f ig.rf Mailing Address: 1 00 %-(7i V • 7 S 7 %?o.,.�., £ c180s 7 A /_ - �` City State Zip Contact Person: / 4, />— 1/4-5 a r€ fr% S Gr, Day Telephone: p6. • : i g .. I i g g- E-Mail Address: n SO(pj Sow 6? n W Y S. Corte Fax Number: 11 5"- 0a$- 69' V , Contractor Registration Number: /4Jotii G✓ ti c 7S .VF Expiration Date: /0/ 9 /id 1,' ARCHITECT OF RECORD — All plans must be stamped by Architect of Record Company Name: Mailing Address: Contact Person: ress: City State Zip Day Telephone: Fax Number: ENGINEER OF RECORD — All plans must be stamped by Engineer of Record Company Name: j t I/.s2$ t �yh ' 64, /ibaer'I % 6) - / Mailing Address: // a �r r3 et, co PC a,� y 6- / C4 g(a0 Y /' JJ� / City State Zip Contact Person: Ga r'7 2/'1 av) Day Telephone: g/ge c O " 391 47 E -Mail Address: - Fax Number: g/ if - el-69 - 3013 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): $ � !9 CPC? Existing Building Valuation: $ Scope of Work (please provide detailed information): ,4h c,�v r cc q llyn iec S X 4 rGC�C/ • ��l"L/ac/rL€d /draw'' t .Q,iin,ee�1n" S" .`, -`7` r ✓�c�G 1d Lq a r , > < c � ' Qs (. - -l/ Qs " t S/ �e1 /n ac!zS (.1 ;3 SAO t` 1 01,14e.1- In Will there be new rack storage? Yes ❑.. No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inch ) *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 IV No If "yes ", explain: FIRE PROTECTION /HAZARDOUS MATERIALS: IliK Sprinklers ❑ Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes Er' 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 ❑ 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\Forns- 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 -w Type of Construction per IBC Type of Occupancy per IBC PI Floor 1 • 2nd Floor 3`d Floor Floors thru Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck . V PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inch ) *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 IV No If "yes ", explain: FIRE PROTECTION /HAZARDOUS MATERIALS: IliK Sprinklers ❑ Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes Er' 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 ❑ 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\Forns- 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 1 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 AUTHOJU D AGENT: Signature: /'_ ' Print Name: (k ‘50 r'etA.Sv" Mailing Address: l ((r)(') ,S W 'r- ? R &SJ City Date: 7 / / g 4 = 9 / Day Telephone: .-06- FA " yZ State Zip Date Application Accepted: Date Application Expires: Staff Initials: IV H: \Applications \Fors- Applications On Line\2010 Applications \7 -2010 - Permit Application doc Revised: 7 -2010 bh 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.: 2523049071 Address: 1007 INDUSTRY DR TUKW Suite No: Applicant: PROP GALLERY WEST RECEIPT Permit Number: D11 -246 Status: APPROVED Applied Date: 07/22/2011 Issue Date: Receipt No.: R11 -01769 Payment Amount: $168.70 Initials: WER Payment Date: 08/15/2011 02:57 PM User ID: 1655 Balance: $0.00 Payee: MIKE SORENSON TRANSACTION LIST: Type Method Descriptio Amount Payment Credit Crd VISA Authorization No. 005717 ACCOUNT ITEM LIST: Description 168.70 Account Code Current Pmts BUILDING - NONRES STATE BUILDING SURCHARGE 000.322.100 164.20 640.237.114 4.50 Total: $168.70 doc: Receiot -06 Printed: 08 -15 -2011 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #l00 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206-431-3665 Web site: http: / /www.TukwilaWA.gov Parcel No.: 2523049071 Address: 1007 INDUSTRY DR TUKW Suite No: Applicant: PROP GALLERY WEST RECEIPT Permit Number: D11 -246 Status: PENDING Applied Date: 07/22/2011 Issue Date: Receipt No.: R11 -01549 Initials: User ID: Payee: WER 1655 Payment Amount: $106.73 Payment Date: 07/22/2011 10:51 AM Balance: $332.90 MICHAEL SORENSON TRANSACTION LIST: Type Method Descriptio Amount Payment Check 7242 106.73 Authorization No. ACCOUNT ITEM LIST: Description Account Code Current Pmts PLAN CHECK - NONRES 000.345.830 106.73 Total: $106.73 doc: Receiot -06 Printed: 07 -22 -2011 INSPECTION 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 Permit Inspection Request Line (206) 431 -2451 �•► Proj^ect: Type of Inspection: Address: 1 Date Called: Special Instructions: Date Wanted:. a.m. Requester: Phone No: .20G— G4 ° -' N 4f 12-Appoved per applicable codes. aCorrections required prior to approval. 1 COMMENTS: wNi)ifAe f ;wl� nip for Date: AA....y... 1 L -t-..- rt 1` I, I fl R N PECTION FEE REQU kIED. Prior toiext inspection. fee must be V p id t 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION NO. INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Proj Typ of Inspection: Address: __ I `j:AJ)v.rtV'y Called: Special Instructions: i Date Wanted: _� ..t •` t f a.m. Cps Requester: Phone No: '2,ta (a " & 1 (r-44 Approved per applicable codes. J J Corrections required prior to approval. COMMENTS: 9T-_-1kft, }- i fall I_ 11/4.1.6 1 P 01 c` t N A k-e- 4 f 4 i w •-4e srl L.-J © le- -TO 1,-CA R IA Q LC \.:0 ECG" -so -et tk.€. A N'Tzts/hrt_ a / ..,. Date: 1-% --l) NSPECTION FEE REQUIRED. Prior to next inspection, fee must be aid at 6300 Southcenter Blvd., Suite 1 0. Call to schedule reinspection. Fireproofing Aggregates Shotcrete Concrete M a s o n r y A s p h a l t R o o f i n g P i l i n g S t e e l S o i l s August 18, 2011 File: 11 -225 W o o d Building Official City of Tukwila Building Department 6300 Southcenter Blvd. Tukwila, WA 98188 Project: Address: Permit No.: Prop Gallery West Drive S. A.A.R. TESTING LABORATORY, INC. C, •; 1P.JC I IC;4 INS 'FM ION , IO A•..'1ENIi.L NATIONALLY CCEP1 . L \BOr••7CRY CITY AUG 18 2011 PERIN OMER This is to advise you that special inspections are completed on the above referenced project. The following inspection was required and copies of our reports are attached. 1. Proprietary anchor installation To the best of our knowledge all work inspected conformed to Tukwila Building Department approved plans, specifications, IBC and related codes and /or verbal or written instructions from the Engineer of Record. Sincerely, A.A.R. TESTING LABORATORY, INC. , (Jock' Kimberle Anderson President CC: Northwest Handling Systems, Inc. -Thom Drew, Mike Sorenson Tel: (425) 881 -5812 Fax: (425) 881 -5441 0 7126 180th Ave. NE c P.O. Box 2523. Redmond. WA 98073 a Field Report 18Oth !Ave N E 425 .i'88158;12, Fax^_ 5y 425'881; Report #: 52756 Client: NorthWest Handling Systems, Inc. 1100 SW 7th St. Renton, WA 98055 -2939 Contact: Thom Drew Protect Number: 11 -225 Permit #: D11 -246 Project Name: Prop Gallery West Address: 1007 Industry Drive S. Inspection Performed: Proprietary Anchors Date: 8/16/2011 Time: Temperature: Verified anchors to be Hilti KB -TZ 1/2" x 4 1/2" 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 40 ft. lbs. All anchorage was completed in conformance with approved plans, manufacturer's recommendations and ESR #1917. All racking on sheet #1 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 A.A.R. Testing is strictly forbidden Fireproofing Aggregates Shotcrete Concrete M a s o n r y A s p h a l t R o o f i n g P i l i n g S t e e l S o i l s W o August 18, 2011 File: 11 -225 o d Building Official City of Tukwila Building Department 6300 Southcenter Blvd. Tukwila, WA 98188 Project: Address: Permit No.: tir-N En A8G 2 4 2011 CON _mew Prop Gallery West 1007 Industry Drive S. D11-246 A.A.R. TESTING LABORATORY, INC. CONSTRUCTION INSPECTION AND MATERIAL TESTING NATIONALLY ACCEPTED LABORATORY This is to advise you that special inspections are completed on the above referenced project. The following inspection was required and copies of our reports are attached. 1. Proprietary anchor installation To the best of our knowledge all work inspected conformed to Tukwila Building Department approved plans, specifications, IBC and related codes and /or verbal or written instructions from the Engineer of Record. Sincerely, A.A.R. TESTING LABORATORY, INC. (!latzz2 aoh/2 Kim berle Anderson President CC: Northwest Handling Systems, Inc. -Thom Drew, Mike Sorenson Tel: (425) 881 -5812 Fax: (425) 881 -5441 0 7126 180th Ave. NE o P.O. Box 2523 * Redmond, WA 98073 CIA +4C A.A+.0,Teiiting Laborato Field Report Report #: 52756 nc 7126 180thfAve, NE , Park 180,1SSyuite' Ci1011(Redif nd, WW98052 Phone ,1425}881 58124Fax 425 881 5441 Client: NorthWest Handling Systems, Inc. 1100 SW 7th St. Renton, WA 98055 -2939 Contact: Thom Drew Project Number: Permit #: Project Name: Address: 11 -225 D11 -246 Prop Gallery West 1007 Industry Drive S. Inspection Performed: Proprietary Anchors Date: 8/16/2011 Time: Temperature: Verified anchors to be Hilti KB -TZ 1/2" x 4 1/2" 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 40 ft. lbs. All anchorage was completed in conformance with approved plans, manufacturer's recommendations and ESR #1917. All racking on sheet #1 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 A.A.R. Testing is strictly forbidden FILE COPY Permit No. NORTHWEST 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 RACK INFORMATION SUPPLEMENT SITE ADDRESS: 1007 Industry Drive Bldg #33 TENANT NAME: Prop Gallery West DATE: July 21, 2011 APPLICANT: Mike Sorenson / (206) 818 -4488 1. Load application and rack configuration drawings attached. REVIEWED FOR CODE COMPLIANCE APPROVED AUG 12 2011 City of Tukwila BUILDING DIVISION 2. Attached plans detail the rack locations, dimensions, and specifications. Attached plans detail the building configuration. 3. Stamped engineering calculations attached. 4. Vertical members of storage racks are designed and installed so that failure of one vertical member will not cause collapse of more than the bay or bays directly supported by that member. 5. Commodities stored: Floral arrangements (fake), stage backdrops, trade show displays, holiday decor. Constructed of wood, plastic, and light steel. Stored directly on racks, not encapsulated. 6. Sprinkler System Information: .39 GPM / 5600 square feet. Sprinkler head temperature: 165 degrees. 7. Smoke and heat vents in place in building, 8. Building egress and exits indicated on attached drawings. NI.- 24 lp RECEIVED JUL 2 2 2011 TC N BY 1 G. OHANIAN DATE. 7-14-11 SUBJECT RAdK DENIdN & ENcINEERINd do. 412 WET BROADWAY, SUITE #204 dLENDALE, dA. 91204 TEL:(818)240 -3810 FAX:(818)240 -3813 SHEET NO. 1 . RD -15585 JOB NO. STRUCTURAL CALCULATIONS OF STORAGE RACKS FOR: FILE COPY PROP GALLERY WEST Permit No. 1007 INDUSTRY DRIVE SOUTH TUKWILA, WA. 98188 PER IBC 2009 EDITION SECTION 2208 STORAGE RACKS CAPACITY: AS SHOWN ON ELEVATIONS CALCS. 1 THRU 11 DRAWINGS: RD -15585 EXPIRES 12 -26 -11 b111%, z'449 REVIEWED FOR CODE COMPLIANCE APPROVED AUG 1 2 2011 City of Tukwila BUILDING DIVISION ECE9VED JUL 2 2 2011 '.'.i:.TCENTER BY 1 G. OHANIAN DATE 7-14-11 SUBJECT RACK DEOIc4N & EN(4INEERINd CO. 412 WEST BROADWAY, SUITE #204 (d#LENDALE, dA. 91204 TEL:(818)240 -3810 FAX:(818)240 -3813 SHEET NO. 2 JOB NO.. RD -15585 1000 #/ LEVEL TYPE "A" 1000 #/ LEVEL TYPE "E" 130" BEAM 1000 #/ LEVEL TYPE "H" Ix =.91 S=.55 F Y= 55 KSI. SIDE VIEW SIDE VIEW SIDE VIEW 120" 1000 #/ LEVEL TYPE "B" 130" 1000 #/ LEVEL TYPE "F" 120" 3" BEAM 1000 #/ LEVEL TYPE "I" LOAD PER BEAM + 25% IMPACT LOAD (1 Kx.88) +(.5Kx.25)= 1- = .5 K 2 BEAMS k4= 8 =7.5K S R= .23 <.55 5xw 384 I = 180 = .66" x E f SIDE VIEW SIDE VIEW SIDE VIEW BY G. OHANIAN DATE. -14 -11 SUBJECT. RAdK DEOI dN & ENGtINEERIN(d d0. 412 WEBT BROADWAY, BUITE #204 dLENDALE, dA. 91204 TEL:(818)240 -3810 FAX:(618)240-3613 SHEET NO 3 JOB NO.. RD -15585 1500 #/ LEVEL TYPE "C" 120" 1500 #/ LEVEL TYPE "G" 130" LONG BEAM Ix =1.84 S,=.85 F Y= 55 KSI. 120" LONG BEAM Ix =1.84 S,=.85 F Y= 55 KSI. 140" i C 120" 0 l0 SIDE VIEW 44" 4 1. SIDE VIEW LOAD PER BEAM + 25% IMPACT LOAD (1 Kx.88) +(.5Kx.25)= 4- _ .5 K 2 BEAMS 1500 #/ LEVEL TYPE "D" 1000 #/ LEVEL TYPE "J" M= 8Z =18 "K SR= .54 <.85 4 384.1,.E = .32 "<180 = " .72 LOAD PER BEAM + 25% IMPACT LOAD (1.5Kx.88) +(.75Kx.25)= = 75K 2 BEAMS M= 8Z =11 "K SR= .34 <.85 4 LE - .31 "<180 =.66" 384.. x SIDE VIEW SIDE VIEW BY G. OHANIAN DATE 7 -14 -11 SUBJECT RAdK DEOI(N & EN(INEERIN(I d0. 412 WET BROADWAY, BUITE #204 LENDALE, (it. 91204 TEL:(818)240 -3810 FAX:(818)240 -3813 SHEET NO. 4 JOB NO.. RD -15585 SEISMIC DESIGN _ Sps V XI — Rx1.4 xW IBC 2009 (SEC. 2208), RMI SPECS. ASCE 7 -05 (SEC. 15.5.3) SDs =.94 (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" LOAD PER COL. = 3x1.0 0K _1.5K 2L. P =.2DL+ (1.5Kx.75) =1.3K W =.2DL+ (1.5PLx.67) = 1.2 K V = .13K LONGIT. V = .20 K TRANS. TYPES "B ". "E ". "F ". "H" & "I" TYPE "F" GOVERNS LOAD PER COL. = 2x1.0 K =1.0K 2 coL. P= .2 DL+ (1 .O Kx.75) =.95K W =.2DL+ (1 .0PLx.67) = .87 K V = .10K LONGIT. V = .14K TRANS. LONGIT. SEISMIC Conterminous 48 States 2009 International Building Code Latitude = 47.4485 Longitude = — 122.24840000000002 Spectral Response Accelerations SMs and SM1 SMs = Fa x 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 D) 1.0 0.730 (SM1, Site Class D) Conterminous 48 States 2009 International Building Code Latitude = 47.4485 Longitude = — 122.24840000000002 Design Spectral Response Accelerations SDs and SD1 SDs = 2/3 x SMs and SD1 = 2/3 x SM1 Site Class D — Fa = 1.0 ,Fv = 1.52 Period Sa (sec) (g) 0.2 0.936 (SDs, Site Class 0) 1.0 0.486 (01, Site Class D) .13 K .07 K 03 K 2 .K 0 .10 K 0 7•K 1 -K 6 •K 2 "K 7 •K BY G. OHANIAN DATE . 7-14-11 SUBJECT RAdK DEOI(dN & ENOINEERIN(4 d0. 412 WET BROADWAY, OUrTE #204 (LENDALE, dA. 91204 TEL:(818)240 -3810 FAX:(818)240 -3813 SHEET NO. 5 . RD -15585 JOB NO. TYPE "C" LOAD PER COL. = 2x1.5 K =1.5K 2 coL. P =.2DL+ (1.5Kx.75) =1.3K W =.2DL+ (1.5PLx.67) = 1.2 K V = .13K LONGIT. V = .20K TRANS. 0 co co .08K - 2.6 -K 05K 2.6 K .13 K 3 'K 3 'K TYPE "D" LOAD PER COL. .= 2x1.5 K =1.5K .08 K __ 1.7.K 2 coL. o v P =.2DL+ (1.5Kx.75) =1.3K 05K 1.7'K = 10 'K W =.20L+ (1.5PLx.67) = 1.2 K io N V = .13K LONGIT. V = .20K TRANS. TYPE "G" LOAD PER COL. = 3x1.5 K =2.3K 2 COL. P= .2 DL+ (2.3'x.75) =1.9K W =.20L+ (2.3PLx.67) = 1.7 K V = .19K LONGIT. V = .28 K TRANS. TYPE "J" LOAD PER COL. = 3x1.° K =1.5K 2 COL. P =.2 OL+ (1.5Kx.75) =1.3K W =.20L+ (1.5PLx.67) = 1 .2 K V = .13K LONGIT. V = .20 K TRANS. .13 K 0 .10K _ 2.4-K .19 K 4.6 -K 3 'K 4.6'K .13 K 0 9'K 1.7-K 7.5 "K By G. OHANIAN DATE 7-14-11 SUBJECT RACK DESIGN & ENdINEERIN(t CO. 412 WET BROADWAY, f1UIPE #204 LENDALE, dA. 91204 TEL:(818)240 -3810 FAX:(818)240 -3813 SHEET NO. 6 JOB NO. RD -15585 COLUMN ANALYSIS TYPES "A ", "E ", "F" & Fy =55 KSI A =.43 Ix =.54 Sx =.36 rx =1.1 ry =.63 COMBINED STRESS RATIO Pex= (nKLj2 = 10 Qc =1.8 QcP Qb =1.67 ax =1- .83 Pex = Cmx =.85 BASE PLATE ANCH. TENSION = 0 ANCHOR SHEAR = .10 K KrrxL= 72x1.7_111 KL_TT =65 Y Mn =Se .Fy= 19 2 Fe= (KLj2 =23 rx Fn =Fy(•827 1 = 20 KSI xc ) Pn =Fn.Ae =8.8K nc.P+Qb.Cmx.M =.77 <1 TYPE "F" Pn Mn.ax Qc.P Qb.Cmx.M =.65<1 TYPE "A" Pn Mn•ax (1) -1/2 "93 HILTI KWIK BOLT -TZ ANCHOR PER BASE PL., 3" EMB. ESR -1917 SPECIAL INSPECTION IS REQUIRED COLUMN AT TYPE "D" 3" o t =.09" Fy =55 KSI Ae =.91 1 x =2.36 Se =1.18 rx =1.6 r =1.1 COMBINED STRESS RATIO Pex= (K- j12 =41 Qc =1.8 QcP - Qb =1.67 ax =1 .94 Pex Cmx =.85 BASE PLATE ANCH. TENSION = 0 ANCHOR SHEAR = .13 K 1 5 K 3 "x3 "x1/8" BASE PLATE A = �Fy /Fe = 1.53 Xc >1.5 KL= 76x1.7 =81 Fe= n2 X" =44 A =V'F Fe = 1.1 rx- ( rx KL)2 c Y/ KL _ 52 -47 - A2 ry - 11.1 Fr, =Fy (.658 c )= 33 KSI Xc <1.5 Mn =Se .Fy= 65 Pn= Fn .Ae = 30 K Oc.P+ Qb.Cmx.M = .31 <1 Pn Mn.ax (1) -1/2 "0 HILTI KWIK BOLT -TZ ANCHOR PER BASE PL., 3" EMB. ESR -1917 SPECIAL INSPECTION IS REQUIRED 1 3 K 4 "x5 "x1/8" BASE PLATE 0010 4" BY G. OHANIAN DATE 7-14-11 SUBJECT RAdK DEOIdN Sc ENdINEERINd d0. 412 WET BROADWAY, BUITE #204 LENDALE, dA. 91204 TEL:(818)240 -3810 FAX:(818)240 -3813 SHEET NO. 7 JOB NO.. RD -15585 COLUMN AT TYPES "C" & "G" 3" t =.07" . 1y � F=55 Ks1 Ae =.59 I x =.95 Se =.6 rx =1.2 ry =1.1 COMBINED STRESS RATIO Pex= (K2 =38 Oc =1.8 fZcP _ C21)=1.67 ax =1- Pex -.91 Cmx =.85 BASE PLATE ANCH. TENSION = 0 ANCHOR SHEAR = .10 K KL = 50x1.7 rx - .2 -70 KL _ 52 - ry • -47 Mn= Se.Fy =33 Qc.P+Qb.Cmx.M =.37<1 Pn Mn.ax (2) -1/2 "0 HILTI KWIK BOLT -TZ ANCHORS PER BASE PL., 3" EMB. ESR -1917 SPECIAL INSPECTION IS REQUIRED COLUMN AT TYPE "J" 3" - U � x - - -x t =.07" fl - 1J Fy =55 Ks Ae =.59 I x =.95 S8 =.6 rx =1.2 ry =1.1 COMBINED STRESS RATIO Pex= (2 =28 nc =1.8 f�cP =.91 Ob =1.67 ax =1- Pex Cmx =.85 BASE PLATE ANCH. TENSION = 0 ANCHOR SHEAR = .13 K Fe =( 2 K�j2 =58 rx 2 Fn =Fy (.658 c )= 37 KSI P„= Fr, .Ae = 22 K 1.9K 4.6� Q8 "x5 "x3/8" I I BASE PLATE 10 01 /doh., KL = 58x1.7 = 82 rx 1.2 rYL = =47 • Mn =Se .Fy =33 f2c.P+ (lb.Cmx.M =.48 <1 Pn Mn.ax (1)-1/2"0 HILTI KWIK BOLT -TZ ANCHOR PER BASE PL., 3" EMB. ESR -1917 SPECIAL INSPECTION IS REQUIRED 2 Fe =(KLj =43 2 rx 2 Fr =Fy (.658 c )= 32 KS' Pn= Fr, .Ae = 19 K 1 3 K Ac= V'Fy /Fe = .97 Xc <1.5 A c = -‘/Fy /Fe = 1.13 Ac <1.5 3 "x4 1/2 "x1/8" BASE PLATE 3" BY G. OHANIAN DATE 7-14-11 SUBJECT RACK DEOIdN & EN(INEERIN( CO. 412 WET BROADWAY, f UITE #204 LENDALE, dA. 91204 TEL:(818)240 -3810 FAX:(818)240 -3813 SHEET NO. 8 JOB NO.. RD -15585 COLUMN AT TYPES "B" & "I" F=55 KSI Ae =.62 I x =1.02 Se =.68 rx =1.2 r =1.1 KrL= 64x1.7 =82 rx KL _ 45 _47 ry -1.1- Mn=Se.Fy= 37 Fe= (KL)2 =35 rx 2 Fn = Fy (.658 A c )= 28 KSI Pn= Fn .Ae = 18 K COMBINED STRESS RATIO Pex= Tr E.x = 25 Oc =1.8 Qc.P+ Qb.Cmx.M =.34 <1 TYPE "I" (KL) 2 Pn Mn.ax Qb=1.67 QP cn . P C2bM .Cn maxx .M 4. ax =1 —iZoP _ .93 = .25<1 TYPE "B" Pex Cmx =.85 BASE PLATE ANCH. TENSION = 0 ANCHOR SHEAR = .10 K (1) -1/2 "0 HILTI KWIK BOLT —TZ ANCHOR PER BASE PL., 3" EMB. ESR -1917 SPECIAL INSPECTION IS REQUIRED MOMENT AT BEAM CONNECTION MOMENT AT BEAM CONNECTION .5x.07x1x65 =2.3K BEARING CAPACITY OF COL. HOLE Pa = 1.5 K PRONG Ma = 1.5 Kx6 " =9 "K CONN. MEND— .01XWI2= .6 "K M— 4.5 "K M =5.1 "K SEISMIC TOTAL 3 PRONG CONN. .95K Ac= !Fy /Fe = 1.24 Ac <1.5 3 "x5 "x1 /8" fBASE PLATE 1 f 4.5 "K j4.5 "K 7 "K 3" BY • G. OHANIAN DATE .7 -14 -11 SUBJECT RAdK DEOI6N & ENdINEERIN(t d0. 412 WET BROADWAY, QUITE #204 LENDALE, dA. 91204 TEL:(818)240 -3810 FAX:(818)240 -3813 SHEET NO. 9 JOB NO RD -15585 MOMENT AT BEAM CONNECTION .5x.07x 1 x65 =2.3 K BEARING CAPACITY OF COL. HOLE 7/16 "0 RIVET A =.1 Fy =79KS1 Pa = .1x79x.4= 3K Ma = 2.3 Kx4 " =9.2 "K 2 PIN CONN. CONN. MEND = .01XWI2= .9 "K M= 5.8"K M= 6.7"K SEISMIC TOTAL OVERTURNING TYPE "A" M OT - '20Kx cOLx.106 "X.66 =28 "K MR = 1.3 Kx36 "= 46"K NO UPLIFT TYPES "B ". "E ", "F ", "H" & "I" MOT =.14Kx cox152 "x.66 =28 K MR = .95 Kx36 " = 34 "K NO UPLIFT .20K .14K 1 3K 1.3K i 1.7 "K 5.8 "K 5.8 'K 10 "K .20K 36" .95 K .95K I 711 x 0 TOP LEVEL LOADING N W= .2 +.5 — 7 K LOAD PER COL. 0 DL LL rn a 36" .14K N V= .11K MOT =.1 1 K x96" = 21 "K COL. MR = .7Kx36 " =25 "K NO UPLIFT TOP LEVEL LOADING LL ' 7 K LOAD PER COL. DL V= .11K MST= .11Kx2 x132 " =29 "K COL. MR = .7 Kx36 " = 25 "K UPLIFT = 29-25 = .11 K BY G. OHANIAN DATE .7 -14 -11 SUBJECT RAdK DEOI(IN & ENOINEERINGI d0. 412 WET BROADWAY, SUITE #204 LENDALE, dA. 91204 TEL:(818)240 -3810 FAX:(818)240 -3813 SHEET NO 10 JOB NO RD -15585 TYPE "C" MOT =.20Kx cOL128 "x.66 =34 "K MR = 1.3Kx40 " =52 "K NO UPLIFT TYPE "D" MOT= .20Kx2 x136 "x.66 =36 "K COL. M R = 1.3 Kx40 "= 52 "K NO UPLIFT TYPE "G" MOT .28Kx x 162 "X.66 =60 "K COL M R = 1.9 Kx44 "= 83"K NO UPLIFT .20 K .20 K .28 K .20 K 40" 1.3K 1 3K 1 rx71 1 ! o y/ \� a W= .20L +.75 0.95 K LOAD PER COL. V= .16K TOP LEVEL LOADING W= .2DL +.75 0.951( LOAD PER COL. V= .16K M = .16Kx2 x108 " = 34"K COL. M R = .95 Kx40 "= 38 "K NO UPLIFT TOP LEVEL LOADING .20 K 40" M 0 .28 44" MOT= .16Kx2 x116"= 37"K COL. MR = .95Kx40 "= 38 "K NO UPLIFT TOP LEVEL LOADING W= .2 DL +.75 LC�' 95 K LOAD PER COL. V= .16K MOT= .16Kx2 x142"= 45"K COL. MR = .95Kx44 "= 42 "K UPLIFT = 45 -42 = .07 K 44" BY G. OHANIAN 7-14-11 SUBJECT ��T�. 412 WEGliiT BROADWAY, OUTTE #204 LENDALE, DA. 91204 TEL:(818)240-3810 FAX:(818)240-3813 SHEET No 11 JOB NO. RD 15585 TYPE "J" M = •2O«x2 x130^x66=34^« OT ' COL ' M = 1.3«x38 . =47 .x NO UPLIFT LOAD TO DIAGONAL P = .28«x2 x15_ = .74« COL 44 F. =5S KS1 Ae=.26 rx =.48 Q=.74 L= 58" po= 2.5« CHECK WELDS pn=/� �}8'\L�F"=�38« [ --—'/ � � ' 0=2.55 f\L=2.1K x2 =4.2« SIDES CHECK SLAB 1900 o' =19 1000 ' 1.9x144=274 0" . ��i74=17 M= /�~ 1OOOx�—x12=844^# \ 12 / % x 12xG S= = 72 G 844 = 12 <1.6 N/2500 =8O 72 1 .3« 1o« jr,i1 /^`.� /~�— � � mr TOP LEVEL LOADING VV= ' 2 mf' 5 7« LOAD PER COL. �=' V=.11n W = 11«w2 x120~=26 ^« OT ' COL Mn =.7«x3G~=2S^« NO UPLIFT BOTH SIDES TYP 6" CONCRETE SLAB 2500 PSI. CONC. 1000 PSF. SOIL August 3, 2011 City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director Mike Sorenson 1100 SW 7th St Renton, WA 98057 RE: Correction Letter #1 Development Permit Application Number D11 -246 Prop Gallery West —1007 Industry Dr Dear Mr. Sorenson, This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Fire Department. At this time the Building, Planning, and Public Works Departments have no comments. Fire Department: Al Metzler at 206 971 -8718 if you have questions regarding the attached comments. Please address the attached comments in an itemized format with applicable revised plans, specifications, and /or other documentation. The City requires that two (2) sets of revised plans, specifications and /or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at (206) 431 -3670. Sincerely, Bill Rambo Permit Technician encl File No. D11 -246 W:\Permit Center\Correction Letters\2011\D11 -246 Correction Letter #1.doc 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 Tukwila Fire Prevention Bureau AI Metzler, Fire Project Coordinator Fire Prevention Bureau Review Memo Date: July 29, 2011 Project Name: Prop Gallery West Address: 1007 Industry Dr Permit #: D11-246 Plan Reviewer: Al Metzler, Fire Project Coordinator The Fire Prevention Bureau conducted a plan review on the subject permit application. Please address the following comments in an itemized format with revised plans, specifications and/or other applicable documentation. 1. Per NFPA 13, the existing fire sprinkler density in the space is inadequate for protecting the proposed Class IV commodity storage. The maximum storage height allowed under the existing density is 16 ft. and the minimum aisle width between racking must be 8 ft. 2. Revise the plans to reflect the above restrictions or submit a proposal for increasing the ceiling sprinkler density to the appropriate level. Should there be questions concerning the above requirements, contact the Fire Prevention Bureau at 206- 971 -8718. No further comments at this time. • n r r _ tt'SS ,'tt,� 0 ..I ..�F'i A.�' um • PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D11 -246 DATE: 08 -08 -11 PROJECT NAME: PROP GALLERY WEST SITE ADDRESS: 1007 INDUSTRY DR Original Plan Submittal X Response to Correction Letter # 1 Response to Incomplete Letter # Revision # After Permit Issued DEPARTMENTS: Building Division Public Works Vlk AUK -\' V ire Prevention Structural Planning Division Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: tg Incomplete DUE DATE: 08 -09 -11 Not Applicable n Permit Center Use Only INCOMPLETE LETTER MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: LETTER OF COMPLETENESS MAILED: TUES/THURS ROUTING: Please Route Structural Review Required n No further Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved Approved with Conditions Notation: REVIEWER'S INITIALS: DATE: DUE DATE: 09-06-11 Not Approved (attach comments) Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents/routing slip.doc 2 -28 -02 • . PE ry , i S ,I . 4. [ COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D11 -246 PROJECT NAME: PROP GALLERY WEST SITE ADDRESS: 1007 INDUSTRY DR X Original Plan Submittal Response to Correction Letter # DATE: 07 -22 -11 Response to Incomplete Letter # Revision # After Permit Issued DEPARTMENTS: Building gli8n Public Works ❑ P 6 6 t o dl , °► a ( I Fire Prevention Structural Planning Division Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: Incomplete DUE DATE: 07 -26 -11 Not Applicable n Permit Center Use Only INCOMPLETE LETTER MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: LETTER OF COMPLETENESS MAILED: TUES/THURS ROUTING: Please Route Structural Review Required REVIEWER'S INITIALS: No further Review Required DATE: APPROVALS OR CORRECTIONS: DUE DATE: 08-23-11 Approved Approved with Conditions n Not Approved (attach comments) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: 8 "� 1 Departments issued corrections: Bldg ❑ Firagt Ping ❑ PW ❑ Staff Initials: Documents /routing slip.doc 2 -28 -02 1 • 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 '51113 .:...L•vin -k -. PdIS i:i •� -�.• Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: Plan Check/Permit Number: D11-246 ❑ Response to Incomplete Letter # ® Response to Correction Letter # 1 ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: Prop Gallery West Project Address: 1007 Industry Dr Contact Person: AUG G Srei4S Gh Phone Number: _O6 - 81E-- 7 g Summary of Revision: // f 1. Per d'sc csSioin u,'i' A �l ,M2tzkr, T'� 2 retie r i a e h / 1 is rf(C4- i he I 4 c GSt- �V cO r4nad/ I�i� J . �O Gvtaxi� //,Us -o•) s — p e 1 4 - e *.e.1 /'G Cbf, (6 WIG)inl et cJ�z�Q.f /IV CGI� � r G 1l p 4.L I_ P a (A-f - U SA k // t /, / / S-e Q `fl'4 G�l.� -� GC!'Gi,t.✓r erg, f r n�.[ ( r!4 )/r�.e., Gi bOV c Sheet Number(s): "Cloud" or highlight all areas of revision includin2date of evisio Received at the City of Tukwila Permit Center by: Entered in Permits Plus on avreEVVED fit% I, /AUG o 82011 \applications \forms- applications on line\revision submittal Created: 8 -13 -2004 Revised: Contractors or Tradespeople Pinter Friendly Page 1 General /Specialty Contractor A business registered as a construction contractor with L &I to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. Business and Licensing Information Name NORTH WEST HANDLING SYS INC UBI No. 600051641 Phone 4252550500 Status Active Address 1100 Sw 7Th St License No. NORTHWH275JF Suite /Apt. License Type Construction Contractor City Renton Effective Date 4/6/1973 State WA Expiration Date 10/9/2011 Zip 980552939 Suspend Date County King Specialty 1 General Business Type Corporation Specialty 2 Unused Parent Company Business Owner Information Name Role Effective Date Expiration Date FRANCK, JAMES J Cancel Date 01/01/1980 Amount THOMAS, KEVIN A 30 01/01/1980 ADV4015483385 KOSTY, CLARK R 10/01/2011 01/01/1980 Bond Information Page 1 of 1 Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date 6 TRAVS 81S103354822BCM 10/01/2001 Until Cancelled $12,000.00 10/09/2001 Assignment of Savings Information No records found for the previous 6 year period Insurance Information Insurance Company Name Policy Number Effective Date Expiration Date Cancel Date Impaired Date Amount Received Date 30 NATIONAL FIRE ADV4015483385 10/01/2010 10/01/2011 $1,000,000.0009 /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 25 BURLINGTON INS CO HGL0007660 11/01/2004 11/01/2005 $1,000,000.00 11/01/2004 Summons /Complaint Information No unsatisfied complaints on file within prior 6 year period Warrant Information No unsatisfied warrants on file within prior 6 year period https://fortress.wa.gov/lni/bbip/Print.aspx 08/15/2011 101 $11 A L 1 23 0” Parking DN MN • Adjacent Suite 61' 9,' L NORTH ff PLAN VIEW SCALE: 1/8" = 1'-0" Adjacent Suite 'AA N• TREE RAC<S: CLASS I COMMODITY. MAX STORAGE EIG1—T 20' (ALL OTHER RACKS CLASS IV COMMODITY. MAX STORAGE HE1G 1-16') AggAggig.gfIAAAgAgAgifgAgfig.i. 11111111111•11111■11:: NORTH REViS01\i',"3 „,„ rhanres shau intio. to Ow fork wj T rp,ior approvc,1 of Tukvvila r)rson 13visions wU quu hr,Py rilay plan 0A9A.08. ZA7I'Aff zgg,zgggZgAfif;IzfZAfgh4gZe1.,AAff;fz4W,g4,,',4 0,„*AAAAAAA-4A.,-"AA AA--•••4002r..A / • '',"„ • • • • „,„;• wgo,',AvAgAg.gg*gigam* SITE FILE COL if Tukwila, WA 98188 .r.v'tei,v approval is errors and orni efi 401) 11.6' 114 (0 631 Strander Blvd. Copy am a City Of Tawila BUT -)ING DIVISr" VIEWED FOR ODE COMPLIANCE APPROVED AUG 1 2 2011 City of Tukwila DING DIVISION CORRECTION LTR# 1 H. a • A g 1 • 1 1. ,-• ! REGE11"."- AUG 0,, 1011 . _ SHEET NUMBER aN LLJ 0 0 f2. <ti Z 0 --I 0 cr 0 D < 0 0 0- WI Z u) < z 0 cn DRAWING NUMBER 1 BOTH SIDE TYP (1)-1/2"O ANCHOR BOLT PER BASE PLATE 3" EMB., (SEE NOTE NO. 4) 7/16"95 RIVET ASTM A576 -90B HOT— WROUGHT UNS G10100 GRACE C -1010 t=3/16" BRACING DETAIL 2 PIN CONNECTION GENERAL CONFIGURATION I1106 ul :MIN 4 REVIEWED FOR CODE COMPLIANCE APPROVED AUG 1 2 2011 City of Tukwila BUILDING DIVISION 3 SIDES TYP. 120" t =.06" SEC. A —A 120" BRACKET t =3/16` ` \ k 0 k \ 1 3" BEAM R (o �- �- .- I 11 11IMMIL I 1 I INIs k (0 0 1 3" BEAM IN d' 1 II mw" R (o td- N 1 11wow 5 BRACING DETAIL 6 3 PRONG CONNECTION SIDE VIEW SIDE VIEW 130" 1 130" 1 96" 3 1/2" BEAM k N I 11•- II�s td- N 1 k Tk 1111s TYPE "A" 0 N y- 0 (D 00 4" BEAM 130" 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 #01464 (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 1000 #/ LEVEL 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 (1000 #/ LEVEL) 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 4" BEAM rli 0 UL btla- .V4 RECEIVED JUL 2 2 2011 PERMIT CENTER RACK DESIGN AND ENGINEERING 412 WEST BROADWAY, SUITE #204, GLENDALE, CA. 91204 SCALE: NONE DATE: 7 -13 -11 PROJECT: SIDE VIEW TYPE " SIDE VIEW TYPE " 99 SIDE VIEW TYPE " SIDE VIEW EXPIRES 12- 26-11 DRAWN BY: -43..11 PROP GALLERY WEST 1007 INDUSTRY DRIVE SOUTH, TUKWILA, WA. 98188 STORAGE RACK DETAILS JOB NO. RD -15585 SHEET NO. 1 OF 2 via '... 1 3/4" ...., TYP OE) if ,/ x N in ,- .4- j - ao ... to 1 ego \ \ I 1 1 J ❑ I / i. I �• , .. b _ ;-:. . ,.. ,. .. . . \ BOTH SIDES TYR. 1/8 V1.5" 0 0 t=0.07" I I :•: • ° " B 71 B 4r 1 � °00 IVJ 1 2 3/4"-- /4 • .4 .. . .. • ' i °ck CAPA 0 2 \ 1 I —t 1 /8• 1 1/8 • TYP gzc7 - - -- - - , • °.. 1 0 Q t =.07" SEC. A A 1 •e• r- —� 1 /8 1.5 / 3" , 7/16 "0 RIVET ASTM A576-90B HOT- WROUGHT G10100 GRACE PIN • ► '.s '• ' • C• . P.:. . to I to -- -1 II . 4" D ► t=1/8" 1 1 mo, ! ' I ;--- i - -- - - - --) (1) -1/2 "0 ANCHOR BOLT 3" EMB., (SE NOTE NO. 3" VI ::: uu - - - - -- SEC. B —B PER BASE PLATE 4) UNS C -1010 CONNECTION t= 3/16" 4� (2)-1/2"0 ANCHOR BOLTS PER BASE PLATE 3 EMB., (SEE NOTE NO. 4) BASE PLATE DETAIL TYPES " C " & " G " . 1 BASE TYR PLATE DETAIL TYPE "J" 2 BRACING DETAIL �� 0 ■ ■ ■ p o ° ° ° a '� .04;(1)„.. °°° ° 0 9 a o ° °`/ °al ° ° a ° 9' 4 a a 01 1 �" / 2.4 ° ° ° 409 Ogg p p ° ° p° Ogi •, ■ o 0 °p g o o 4 , 0 ,, I \ // \`�.., / k f..,t, /' \ k - - - -- > I �Q ( � \ BOTH SIDES TYP. 1 " 1/8 1 /2 2 0 � g I I 1 B' ! ! 1 /8I B I 2 3/4"__ /q'/ V I (3 (-9 112 N 1 1 I l; 0 311 -- -- - - I - - -- - -� �' ° ° ° SEC. A —A / \ / °°k : - . ` . �, ' ... �.- P ��� =.09" 10 • •�.. °, p. 4 •t • , • . ' : ;::±> • 1 8 v / ; • , • • . . ' • • • • , . Ilk $. 1 1 4" e c° q 4 (1)-1/2"0 ANCHOR BOLT PER BASE PLATE 3" EMB„ (SEE NOTE NO. 4) #i SEC. B -B 7/1613 RIVET 1 ASTM A576 -90B HOT- WROUGHT UNS t= 3/16" G10100 GRACE C -1010 5 BRACING DETAIL 2 PIN CONNECTION (7J GENERAL CONFIGURATION ( T Y P E 120" 36" NOTES: RACKS AS SHOWN BY THESE DRAWINGS IN COMPLIANCE WITH THE REQUIREMENTS BUILDING CODE 2009 EDITION, SECTION 2208 FY =55 KSI. ASTM A1011 GR.55 (EXCEPT AS THIS PROJECT ALL WELDED CONSTRUCTION IN #01464 (E70XX ELECTRODES) BOLT -TZ ESR -1917 REQUIRED 2500 PSI. SOIL BEARING CAPACITY 1000 PSF 1500 #/ LEVEL AT TYPES "C ", "D" & "G" "J" DISPLAY IN ONE OR MORE CONSPICUOUS 50 SQUARE INCHES IN AREA, SHOWING THE CAPACITY NO. 6) BE INSTALLED WITH A MAXIMUM TOLERANCE FROM 10' -0" OF HEIGHT SPRINKLERS SHALL BE A MINIMUM OF 18 THE STORAGE AND THE CEILING SPRINKLER DEFLECTOR. NOT OPEN TO PUBLIC, EMPLOYEE ACCESS ONLY NOTED) THE SHOP LOCATIONS THE INCHES 2 2. 23;1 CA. 91204 • 44" 1- DESIGN OF STEEL STORAGE AND CALCULATIONS ARE OF THE INTERNATIONAL 2 -STEEL FOR ALL SHAPES 3 -NO FIELD WELDING IN OF THE APPROVED FABRICATOR 4 -ALL ANCHORS HILTI KWIK SPECIAL INSPECTION IS 5- CONCRETE SLAB 6" THICK 6- STORAGE RACK CAPACITY 1000 #/ LEVEL AT TYPE 7 -RACK INSTALLATIONS SHALL A PERMANENT SIGN OF OF THE RACK (SEE NOTE 8- STORAGE RACKS SHALL VERTICAL OF 1/2" IN 9 -THE CLEAR SPACE BELOW BETWEEN THE TOP OF 10- STORAGE RACK AREA f _ \ _ 4" BEAM \ 120" \ up / 1 _ \ 40 40" • N--- _ 4" BEAM �� - >: ° 0 3 \ lo 118" Q 120" co 3\ ,� 4 1 2 BEAM Q _ N 0 - ° REVIEWED FOR CODE COMPLIANCE APPROVED AUG 12 2011 BUILDING DIVISION RECEIVED JUL PERMITCENTEF _\ R N 3 O N I I I� oo\ + I 0 \ ill © r 1 N �— 5" BEAM \ N 6 \ \ 6 II MOM M tD '� ►ll N © "' ` \ lx) I III N 0 `� '�-- ` i 6 [ I[ 3 1� IN LO - N 0 `� ,1„ 44 ° Aky VJ RACK DESIGN AND ENGINEERING 412 WEST BROADWAY, SUITE #204, GLENDALE, 'r �. �' SCALE: NONE • - . DRAWN BY: .,45'J! 00 '�— �" :.. \ \ .. :. • d . ^ J :.. . • SI M� DATE: • 7 -13 -11 1500 #/ LEVEL 1500 #/ LEVEL 1500 #/ LEVEL I 1000 #/ LEVEL '0�?�, �� asasx �' �� , -G STV, G,• „?'! PROJECT: PROP GALLERY WEST 1007 INDUSTRY DRIVE SOUTH, TUKWILA, WA. 98188 "C" SIDE VIEW TYPE "D" SIDE VIEW TYPE "G" SIDE VIEW TYPE "J" SIDE VIEW TYPE C STORAGE RACK DETAILS JOB NO. RD-15585 SHEET NO. 2OF 2 GYDIRGQ 17 -7R.11