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HomeMy WebLinkAboutPermit D11-062 - GAMEFLY - STORAGE RACKSGAMEFLY 12783 GATEWAY DR D11 -062 City ciPTukwila 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.: 2716000060 Address: 12783 GATEWAY DR TUKW Suite No: Project Name: GAMEFLY DEVELOPMENT PERMIT Permit Number: D11 -062 Issue Date: 04/22/2011 Permit Expires On: 10/19/2011 Owner: Name: RREEF AMERICA REIT II CORP/ Address: PO BOX 4900 #207 , SCOTTSDALE AZ 85261 Contact Person: Name: TIMOTHY SELLERS Address: 1 HERRON AV , EMSWORTH PA 15202 Contractor: Name: HARRISON EQUIPMENT CO INC Address: 8230 S 192 ST , KENT WA 98032 Contractor License No: HARRIEC 101PN Phone: 412 715 -4593 Phone: 425 - 251 -5700 Expiration Date: 05/07/2012 DESCRIPTION OF WORK: INSTALLATION OF RACK STORAGE (COMPLETION OF THE WORK FOR EXPIRED PERMIT D09 -039). Value of Construction: $0.00 Fees Collected: $622.10 Type of Fire Protection: SPRINKLERS International Building Code Edition: 2009 Type of Construction: VB Occupancy per IBC: 0010 Electrical Service Provided by: * *continued on next page ** doc: IBC -7/10 D11-062 Printed: 04 -22 -2011 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: N N Number: 0 Size (Inches): 0 Start Time: Volumes: Cut 0 c.y. End Time: Fill 0 c.y. Start Time: End Time: Sanitary Side Sewer: Sewer Main Extension: Private: Public: Storm Drainage: Street Use: Profit: N Non- Profit: N Water Main Extension: Private: Public: Water Meter: N Permit Center Authorized Signature: Date: I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development permit and agree to the conditions attached to this permit. Signature: Date: /" (22 t (7 Print ame: l Ct f G RcieGA 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 -7/10 011 -062 Printed: 04 -22 -2011 6: All construction shall be done in conformce with the approved plans and the requirem� of the International Building Code or International Residential e, International Mechanical Code, Washingt ate 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: 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) 11: 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) 12: 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) 13: 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) 14: 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) 15: 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) 16: 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) 17: 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) 18: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 19: 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) 20: 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) 21: 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) doc: IBC -7/10 D11 -062 Printed: 04 -22 -2011 22: Emergency lighting facilities shall be arWed to provide initial illumination that is at lei average of 1 foot - candle (11 lux) and a minimum at any point of 0.1 foot -candle (1 lux) measured along the path of egress at floor level. Illumination levels shall be permitted to decline to 0.6 foot - candle (6 lux) average and a minimum at any point of 0.06 foot - candle (0.6 lux) at the end of the emergency lighting time duration. A maximum -to- minimum illumination uniformity ratio of 40 to 1 shall not be exceeded. (IFC 1006.4) 23: 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) 24: 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) 25: 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) 26: Storage shall be maintained 2 feet or more below the ceiling in nonsprinklered areas of buildings or a minimum of 18 inches below sprinkler head deflectors in sprinklered areas of buildings. (IFC 315.2.1) 27: 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) 28: Flue spaces shall be provided in accordance with International Fire Code Table 2308.3. Required flue spaces shall be maintained. 29: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and #2051) 30: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 31: 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 D11 -062 Printed: 04 -22 -2011 CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 htto://wwwci.tukwila.wa.us Building Permit No. Mechanical Permit No. Plumbing /Gas Permit No. Public Works Permit No. Project No. (For office use only) C7 tl -0n. -- 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: 12783 GATEWAY DR GAMEFLY King Co Assessor's Tax No.: 9.1 1100 W(i 0 Suite Number: Floor: New Tenant: m Yes ❑ ..No Property Owners Name: Mailing Address: City State Zip CONTACT PERSON = who do we contact when your permit is ready to be issued Name: '---Tr"'")-ti."( Stt hr) Mailing Address: I- e ,.'' o 4.) Au C E -Mail Address: ?-Se l) tr 5 Q GA ny e C.J el Day Telephone: t-112.— 7 1 5 S 93 U'Mswc,eT1+- PA j 5ZO City State Zip Fax Number: -4 (z — 7(0(0 - $ 301_. GENERAL CONTRACTOR INFORMATION — (Contractor Information for Mechanical (pg 4) for Plumbing and Gas•Piping (pg 5)) Company Name: HARRISON EQUIPMENT CO Mailing Address: 8230 S 192 ST Contact Person: E -Mail Address: Contractor Registration Number: HARRIEC101 PN KENT WA 98032 City State Zip Day Telephone: (425) 251 -5700 Fax Number: Expiration Date: 05/07/2012 ARCHITECT OF RECORD — All plans must be stamped by Architect of Record Company Name: Mailing Address: Contact Person: City Day Telephone: E -Mail Address: Fax Number: State Zip ENGINEER OF RECORD — All plans must be stamped by Engineer of Record Company Name: Mailing Address: City Contact Person: Day Telephone: E -Mail Address: Fax Number: State Zip H:Wpplications\Forms- Applications On Line \2010 Applications \7 -2010 - Permit Applicanon.doc Revised: 7 -2010 bh Page 1 of 6 • 411 BUILDING PERMIT INFORMATION — 206 - 431 -3670 Valuation of Project (contractor's bid price): $ /50°Oho t7 Existing Building Valuation: $ Scope of Work (please provide detailed information): RACK STORAGE (SEE EXPIRED PERMIT D09 -039) Will there be new rack storage? ❑ Yes 0.. 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 ofaccessory dwelling: *Provide documentation that shows that the principal owner lives in one ofthe 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 PROTECTION /HAZARDOUS MATERIALS: ❑ Sprinklers ❑ Automatic Fire Alarm ❑ - None '❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes ❑ No If ''yes', attach list of materials and storage locations on a separate ,8 -1/2 ".x 11 " paper, including,quantities and Material Safety Data Sheets. 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:Appllcanons\Forms- Applications On Line \2010 Applicationsl7 -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 2 "d Floor 3rd Floor Floors thru Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered.Deck Uncovered Deck PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area ofaccessory dwelling: *Provide documentation that shows that the principal owner lives in one ofthe 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 PROTECTION /HAZARDOUS MATERIALS: ❑ Sprinklers ❑ Automatic Fire Alarm ❑ - None '❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes ❑ No If ''yes', attach list of materials and storage locations on a separate ,8 -1/2 ".x 11 " paper, including,quantities and Material Safety Data Sheets. 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:Appllcanons\Forms- Applications On Line \2010 Applicationsl7 -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 THO IZ D AGENT: Signature: 1' Print Name: ',o'Fhy ( Cc I 1 efs Date: 3//0/// Day Telephone: y 2 - ?/.5-11 S 93 Mailing Address: State IDate Application Accepted: 0/ ii City Date Application Expires: tylt I e1:I Zip H:\ApplicationsWorms- Applications On Line\2010 Applications \7 -2010 - Permit Application.doc Revised 7 -2010 bh Staff Initials: 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.ci.tukwila.wa.us Parcel No.: 2716000060 Address: 12783 GATEWAY DR TUKW Suite No: Applicant: GAMEFLY RECEIPT Permit Number: D11 -062 Status: PENDING Applied Date: 03/10/2011 Issue Date: Receipt No.: R11 -00466 Payment Amount: $622.10 Initials: JEM Payment Date: 03/10/2011 12:14 PM User ID: 1165 Balance: $0.00 Payee: TIMOTHY C SELLERS TRANSACTION LIST: Type Method Descriptio Amount Payment Credit Crd VISA Authorization No. 00210A ACCOUNT ITEM LIST: Description 622.10 Account Code Current Pmts BUILDING - NONRES PLAN CHECK - NONRES STATE BUILDING SURCHARGE 000.322.100 000.345.830 640.237.114 Total: $622.10 374.30 243.30 4.50 doc: Receiot -06 Printed: 03 -10 -2011 k: INSPECTION RECORD Retain a copy with permit 611C040,21. CITY OF TUKWILA BUILDING p !VISION '-it/1 INSPECTION NO. ' PERMIT NO. 6300 Southcenter Blvd., #100, Tukwila. WA 98188 f..-- (206) 431-3670 Permit Inspection Request Line (206) 431-2451 Project: 4-44 E—Ffy Type of Inspection: . . r-: Apo__ 6..i , Lot #.k, Address: /1:7 g3 a,4-)Ne uvAy Date Called: Special Instructions: /. Date Wanted: (.0 - ........__ • (1 p.rri: Requester: (0 Phone No 4, 2if pproved per applicable codes. El Corrections required prior to approval. /8 A COMMENTS: pefiLC-r- 4/./bA-ki(elte Inspector( _ -N t) Date: ilk I1/4.---)1, Al (0 ,2____ 4, ri REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. :',t7r; rr. :f •T.i9Y�.�..r+1:r;Y�, .- .afnfc 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 Pro t: sa�4-� -- Type o nspection: r ,N- A << it - - 7,1 (.3 G L� Date Ca i (..0 A. �t` Ai Ai Special Instructions: Date Wanted: s EI �,m.- 11 p.m. Requester: A.,( Dar ( 0A ,• f Phone No' (. —_3309 Corrections required prior to approval. COMMENTS: c---{ 6ktkik `, yvA p 1642- L A.,( Dar ( 0A ,• f E i`P r-__;,,i ✓1-e b f k ei . L 1 � Ain psiQetA• &l (,le, i / G C.) 3 k [-[ r ..?,_ 4 AtiS : eSj' ---1 A i A J . n REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 1100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permi ( 1 067 INSPECTION NO. PERMIT NO. • / CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 431 -2451 (206) 431 -3670 Project ('''A dq ER y Type o Inspection:, ° Address: 129 83 �. , a (tf- Date Called: (3 6 r€ r 'sA-Ai A Special Instructions: fC ii^ d1" L lj icf-- 1 Ai Date Wanted: _ ' a.m. P rt: r /I� KCB`-' •r • esµ DA _--, oQ _ 0 9 9 /- .1 r i Requester: Phone No 2— 3 q (0r —330 Approved per applicable codes. orrections required prior to approval. COMMENTS: f e s{ e r.4- f J r)A - ° 'pea y %_ SIT !✓t7 l eja. ,r , a (tf- (3 6 r€ r 'sA-Ai A fC ii^ d1" L lj icf-- 1 Ai y nspettor: .l� Date I I REINSPECTION FEE REQUIR' ». 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 011- 0(9 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206 - 575 -4407 Project: Grt, im efl V Y Type of Inspection: ri,„c. Rh& i / 1: i- Address: / Z-) g3 Comic Suite #: 1 Contact Person: L4vi-∎J kolv,,k Special Instructions: Phone Flo.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: / r 1-y'i',, c1 01/4 Needs Shift Inspection: Y Sprinklers: j' Fire Alarm: /1 Hood & Duct: Al Monitor: Pre -Fire: Permits: Occupancy Type: S— )_ Inspector: Avvl si 1 Date:—_j0.. / / Hrs.: $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to sched 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 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit a...s. '..air +r4•. " raw.".. _. D//- 06; PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206 - 575 -4407 Project: G,,w,, - --I T e Af Ins ection: l-- Address: )a.7 d. 3 Suite #: Contact Person: • • Special Instructions: Phone No.: Approved per applicable codes. • ,IgCorrections required prior to approval.. COMMENTS: Sprinklers: • Hood & Duct: Monitor: 3 obb a ex-i-,v5c4. si.� � s Occupancy Type:.. • c..(7 c..(7 � 7 6 0-e /'Js / 6o u AA ks • Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type:.. • Inspector: J4k Date: V /a 4 7,/ / 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 T.F.D. Form F.P. 113 AA Gp�'"�,Jo° O� May 24m, 2011 OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing 6747 M. L. King Way South, Seattle, Washington 98118 -3216 USA Tel: (206) 725 -4600 • Toll Free: (888) OTTO -4 -US • Fax: (206) 723 -2221 WBE W2F5913684 • WABO Registered Agency • Website: www.ottorosenau.com Final Letter City of Tukwila Building Department 6300 Southcenter• Blvd, Suite 100 Tukwila Washington 98188 -2544 Project: Game Fly Project Permit Number: D11 -062 Address: 12783 Gateway Dr Job Number: 11 -0214 We herewith certify that we have completed the following special inspections. To the best of our knowledge, the work inspected was in conformance with the approved plans and specifications and the applicable workmanship provision of the building code. All typewritten reports have been mailed to your office or are enclosed. All reports appear to be complete. This report should not be considered as a warranty for conditions and /or details of the building. Items inspected are: 1. Expansion anchor bolt installation Sincerely, OTTO ROSENAU & ASSOCIATES, INC. G enne L. Parvin Attachment cc: Game Fly Corp e -mail c: Iroberts @gamefly.com OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing PROPRIETARY ANCHOR MECHANICAL INSPECTION REPORT Job Number: 11 -0214 Project: Game FIy Project Address: 12783 Gateway Dr, Tukwila Inspector: Stephen Ram. amos Report Number: 237361 Permit Number: D11062 Description /Location: Warehouse shelving units Intended Use: Slab anchoring Client: Game FIy Corp. Address: 5340 Alla Road , Ste 110, Los A el,C,4'� Date: 5 -5 -2011 Building Code & Year: IBC 2009 Comments Reference Standard(s) Used: Conforms X Does Not Conform As per structural engineer communication, use of Power Tru -bolt in lieu of specified Hilti KB -TZ anchors was approved. As noted in ORA report #132474, the bolts on the west wall were not tested due to shelving interference, shelves were removed and bolts were tested and found to be in conformance. Also noted on the same report, there were a total of (7) randomly located bolts that could not be tightened, because they were spinning in the hole. As per engineer response, dated 5 -5 -2011, the seven bolts were acceptable. Work inspected this date and outstanding items from the previous inspection are in conformance. Copies to: X Client X Engineer Owner Contractor Architect X Building Dept. Others Technical Responsibility: er C Hansen, Project Manager ger This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 6747 M.L. King Way S., Seattle, Washington 98118 - Phone (206) 725 -4600 or 1- 888 - OTTO -4 -US - Fax (206) 723 -2221 Form No.: ADMIN -87 -01 (Rev 7/09) Anchor Size & Quantity: 3/8 (232 qty) Anchor Type: ►4. Expansion • Screw • Sleeve • Drop In ESR Number: 2818 Anchor Manufacturer: Powers Hole Diameter: 3/8 Hole Depth: 3 Required Embedment: 2 Anchor Length: 3 Concrete Thickness: 6 Concrete Strength: Base Material: ►5 Normal Weight Concrete • Light Weight Concrete • CMU • Brick • Composite Deck Hole Cleaning: @ Compressed Air • Hand Pump • Other: ORA Torque Wrench ID: 6041 Torque: 20 ft-Ibs Drill Bit (ANSI B212.15): ►5 Yes • No Weather: Indoors Ambient Temperature: 54 degrees Comments Reference Standard(s) Used: Conforms X Does Not Conform As per structural engineer communication, use of Power Tru -bolt in lieu of specified Hilti KB -TZ anchors was approved. As noted in ORA report #132474, the bolts on the west wall were not tested due to shelving interference, shelves were removed and bolts were tested and found to be in conformance. Also noted on the same report, there were a total of (7) randomly located bolts that could not be tightened, because they were spinning in the hole. As per engineer response, dated 5 -5 -2011, the seven bolts were acceptable. Work inspected this date and outstanding items from the previous inspection are in conformance. Copies to: X Client X Engineer Owner Contractor Architect X Building Dept. Others Technical Responsibility: er C Hansen, Project Manager ger This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 6747 M.L. King Way S., Seattle, Washington 98118 - Phone (206) 725 -4600 or 1- 888 - OTTO -4 -US - Fax (206) 723 -2221 Form No.: ADMIN -87 -01 (Rev 7/09) OTTO ROSENAU & ASSOCIATES, May SNT PROPRIETARY ANCHOR MECHANICAL INSPE ORT Geotechnical Engineering, Construction Inspection & Materials Testing Job Number: 11 -0214 Project: Game Fly Project Address: 12783 Gateway Dr, Tukwila Inspector: Marcus Mathews Report Number: 132474 Permit Number: D11062 Client: Game Fly Corp. Address: 5340 Alla Road , Ste 110, Los Angeles, CA Date: 4/27/2011 Description /Location: Anchor bolts for storage racks previously installed without special inspection located in warehous Intended Use: Anchor bolts for storage racks Building Code & Year: Comments Bolts were installed prior to my arrival. Torque testing was performed on all installed bolts. (7) bolts did not pass because they were loose and kept spinning. The bolts on the west wall were also not tightened. The contractor has rescheduled an inspection for 5/5/2011. Reference Standard(s) Used: Copies to: X Client X Engineer Owner Contractor Architect X Building Dept. Others Technical Responsibility: Conforms Does Not Conform 1 iT er r: "en, Project Manager This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 6747 M.L. King Way S., Seattle, Washington 98118 — Phone (206) 725 -4600 or 1- 888- OTTO -4 -US — Fax (206) 723 -2221 Form No.: ADMIN -87 -01 (Rev 7/09) Anchor Size & Quantity: 3/8" = 270 Anchor Type: @ Expansion • Screw • Sleeve • Drop In ESR Number: 1917 Anchor Manufacturer: n/a Hole Diameter: 3/8" Hole Depth: n/a Required Embedment: 2" Anchor Length: n/a Concrete Thickness: n/a Concrete Strength: Base Material: @ Normal Weight Concrete • Light Weight Concrete • CMU • Brick • Composite Deck prior to inspection Hole Cleaning: • Compressed Air • Hand Pump r Other: holes prepped ORA Torque Wrench ID: 6045 Torque: 25 ft-Ibs Drill Bit (ANSI B212.15): r Yes • No Weather: indoor Ambient Temperature: 47° Comments Bolts were installed prior to my arrival. Torque testing was performed on all installed bolts. (7) bolts did not pass because they were loose and kept spinning. The bolts on the west wall were also not tightened. The contractor has rescheduled an inspection for 5/5/2011. Reference Standard(s) Used: Copies to: X Client X Engineer Owner Contractor Architect X Building Dept. Others Technical Responsibility: Conforms Does Not Conform 1 iT er r: "en, Project Manager This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 6747 M.L. King Way S., Seattle, Washington 98118 — Phone (206) 725 -4600 or 1- 888- OTTO -4 -US — Fax (206) 723 -2221 Form No.: ADMIN -87 -01 (Rev 7/09) BY OHANIAN DATE 3 -8 -11 SUBJECT RAdK DEOIGN & ENGINEERING do. 412 WA6T BROADWAY, NUITE 204 dLENDALE, dA. 91204 TEL:(818)240 -3810 FAX:(818)240 -3813 SHEET NO. 1 JOB NO.. RD-15363 STRUCTURAL CALCULATIONS OF STORAGE SHELVING FOR: GAMEFLY 12783 GATEWAY DRIVE TUKWILA, WA. 98168 PER IBC 2009 EDITION STORAGE SHELVING CAPACITY: 100 # / LEVEL CALCS. 1 THRU 3 DRAWINGS: RD -15363 FILE COPY p.......6a+1, ryeA% EXPIRES 12 -26 -11 D1 I REVIEWED FOR !CODE ODE COMPLIANCE PP OVED APR 22 2..1 City of Tukwila EUILDINS CIT1NETUKIMLA MAR 10pp11 PERMIT CENTER '9Y G. OHANIAN RACK DEOION Sc ENGINEERING CO. DATE 3-8-1 1 412 WART BROADWAY, QUITE 204 SUBJECT dLENDALE, dA. 91204 TEL:(818)240 -3810 FAX:(818)240 -3813 SHEET N0. 2 . RD -15363 JOB NO. 48" DRB N N 0 SRE TYP U.N.O. DRB 1r— DRB FRONT VIEW "SRB" BEAM SEISMIC DESIGN _ SDSXI V Rx1 .4 WORKING STRESS tx .13 Ix =.05 5 x =.03 F Y =36<s i. 18" 36" DRB DRB DRB 36" 36" 36" DRB DRB TOP TIES AT DRB DRB EVERY BAY DRB 100 # / LEVEL 50 # / BEAM M= 48 "x• 05K — .3"K 8 S R= 22 = .02<.03 IBC 2009 (SEC. 2208), RMI SPECS. ASCE 7 -05 (SEC. 15.5.3) SDs =.99 (USGS WEB SITE, "SITE CLASS D ") 1 =1 NO PUBLIC ACCESS R =4 W =D.L.+ 3 L.L. LOAD PER COLUMN L.L.= 2x14x.1K =.47K 3 2 coL. W =.13 +.47 = .6 K D.L. L.L. V= .99x 1x.6 = .1K 4x1.4 M = .1Kx18" =.9 "K cot. 2 SIDE VIEW Conterminous 48 States 2005 ASCE 7 Standard Latitude = 47.4884 Longitude = — 122.2755 Spectral Response Accelerations SMs and SM1 SMs = Fa x Ss and SM1 = Fv x S1 Site Class D — Fa = 1.0 ,Fv = 1.5 Period Sa (sec) (g) 0.2 1.477 (SMs, Site Class 0) 1.0 0.762 (SM1, Site Class D) Conterminous 48 States 2005 ASCE 7 Standard Latitude = 47.4884 Longitude = — 122.2755 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 = 1.5 Period Sa (sec) (g) 0.2 0.985 (SDs, Site Class 0) 1.0 0.508 (SD1, Site Class D) BY G. OHANIAN DATE. 3 -8 -11 SUBJECT RAdK DEOI(N & EN(4INEERIN(4 CO. 412 WART BROADWAY, QUITE 204 ( LENDALE, CIA. 91204 TEL:(818)240 -3810 FAX:(818)240 -3813 SHEET NO 3 JOB NO. RD -15363 COLUMN ANALYSIS 1/4" t =.075" X � X 1 3 1/4 t P= 14x.1 K = 7 K 2 COL. W =.13 +.7 = .83 K D.L. L.L. F Y= 36KS1 A =.28 Smin .07 Amin .52 Q =.7 100% LOAD COMBINED STRESS RATIO P M Pa 3.6 + 16 - .79 <1.33 a ox BASE PLATE T= 0 ANCHOR SHEAR = • 10 K = .05 K 2 KI= 18 =34 r .52 Fa= 12.8KSI Pa= FaxA =3.6K Ma =SxFb = 1.6"K (2) -3/8 "0 HILTI KWIK BOLT -TZ ANCHORS PER BASE PL. 2" EMB., ESR -1917) SPECIAL INSPECTION IS REQUIRED MOMENT AT BEAM CONNECTION M _ .9 +.88 = .89 "K CONN.- 2 V = .252x3.14 x80x.4 =1.5 a1vET K Ma = 1.5Kx1.5 "x1.33 =3.0 "K CONN OVERTURNING 36" DEEP SHELVING = .10K x2x 120 "x.66 = 15.8 "K MOT MR = .6Kx36 "= 21.6 "K NO UPLIFT 4" 2" 1 2" BEAM- .25"0 RIVET F =80 KSI USE CROSS AISLE TIE AT EVERY BAY PER DETAIL DRAWING J 4 4 1-C3 POST 18" DEEP SHELVING = .1Kx2x120 "x.66 = 15.8 "K MOT MR = .6Kx18 "= 10.8 "K UPLIFT = 15.8"K-10.8"K = .27K 18" March 16, 2011 Gity of f Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director Timothy Sellers 1 Herron Av Emsworth, PA 15202 RE: Incomplete Letter #1 Development Permit Application D11 -062 Gamefly –12783 Gateway Dr Dear Mr. Sellers, This letter is to inform you that your permit application received at the City of Tukwila Permit Center on March 10, 2011 is determined to be incomplete. Before your application can continue the plan review process the attached /following items from the following department(s) need(s) to be addressed: Building Department: Dave Larson at 206 431 -3678 if you have any questions concerning the following comment. 1) Provide a floor plan for the rack layout. Please address the comment above in an itemized format with applicable revised plans, specifications, and /or other documentation. The City requires that four (4) 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. 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 the Permit Center at (206) 431 -3670. Sincerely, <—‘La Bill Rambo Permit Technician Enclosures File: D11 -062 W:\Permit Center \Incomplete Letters \2011\D11 -062 Incomplete Ltr #1.DOC 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 HERMIT COORPJ COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D11 -062 DATE: 04/07/11 PROJECT NAME: GAMEFLY SITE ADDRESS: 12783 GATEWAY DR Original Plan Submittal X Response to Incomplete Letter # 1 Response to Correction Letter # Revision # after Permit Issued DEPARTMENTS: dui din Division Public Works Fire Prevention Planning Division ❑ Structural ❑ Permit Coordinator n n DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: Incomplete n DUE DATE: 04/12/11 Not Applicable El Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire El Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTING: Please Route ly1 Structural Review Required ❑ REVIEWER'S INITIALS: No further Review Required n DATE: APPROVALS OR CORRECTIONS: Approved U Approved with Conditions Notation: REVIEWER'S INITIALS: DUE DATE: 05/10/11 Not Approved (attach comments) ❑ DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents/routing slip.doc 2 -28 -02 � PERMiTC00RDCOPY° PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D11 -062 DATE: 03/10/11 PROJECT NAME: GAMEFLY SITE ADDRESS: 12783 GATEWAY DR X Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # Revision # after Permit Issued DEPARTMENTS: Vuilding Division Public Works Ate' 3��t Fire Prevention Structural Planning Division nPermit Coordinator ❑ DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete n Comments: Incomplete DUE DATE: 03/15/11 Not Applicable n 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 n Structural Review Required ❑ REVIEWER'S INITIALS: No further Review Required n DATE: APPROVALS OR CORRECTIONS: DUE DATE: 04/12/11 Approved ❑ Approved with Conditions U Not Approved (attach comments) ❑ 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 a. • 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 REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: April 4, 2011 Plan Check/Permit Number: ▪ Response to Incomplete Letter # O Response to Correction a ❑ Revision # after Permit is Issued D11-062 ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: Project Address: Contact Person: GameFly Rack Permit 12783 Gateway Dr Tukwilla, WA 98168 Tim Sellers Phone Number: (412) 715 -4593 Summary of Revision: Submitting 2 copies of rack layout as requested in letter #1. "' 4PR0 7 2 lt c4 ...If carrel O Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: [ Entered in Permits Plus on \applications\forms- applications on line\revision submittal Created: 8 -13 -2004 Revised: 1 -2009 Contractors or Tradespeople enter Friendly Page • General /Specialty Contractor A business registered as a construction contractor with LEO 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 HARRISON EQUIPMENT CO INC UBI No. 600335469 Phone 4252515700 Status Active Address 8230 5 192Nd St License No. HARRIEC101 PN Suite /Apt. License Type Construction Contractor City Kent Effective Date 10/15/1990 State WA Expiration Date 5/7/2012 Zip 98032 Suspend Date County King Specialty 1 General Business Type Corporation Specialty 2 Unused Parent Company Business Owner Information Name Role Effective Date Expiration Date HARRISON, SARA J Cancel Date 01/01/1980 Amount HARRISON, JERRY V President 05/07/2010 9920366 MUNKO, TAMMY K President 01/01/1980 MURPHY, MARY JANE President 01/01/1980 AMERICAN HARDWARE MUT INS CO 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 COLONIAL AM CAS Et SURETY OF MD LPM4046513 07/22/2001 Until Cancelled $12,000.00 07/31/2001 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 12 Federated Mutual Ins Co 9920366 03/01/2011 03/01/2012 $2,000,000.00 01/31/2011 11 AMERICAN HARDWARE MUT INS CO 2329024 05/07/2005 05/07/2011 04/18/2011 $1,000,000.0004 /09/2010 10 AMERICAN HARDWARE MUT INS CO 2329024 05/07/2004 05/07/2005 $1,000,000.0005 /07/2004 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 04/22/2011 • 89'-3" 0 I 0 4 1, 1 1 130 9' ?ey 3c ti G6 /k,G..- dam' 3C 4- .dam '1 7!! 2y 47 ll A A- 9 SF/ 500 = 17 OCC. vv EXIT E 111 1 1 E • FFI ■ 12'X12 Eo • • OFFI 12'X12 ,E E E OPEN OFFICE NEW "MR SLIM" MITSUBISHI WALL E 11► 4'_3 w■■. 3 /8'H VAC air 4 NEW NEMA L5-30R DEDICATED OUTLETS AT ►- +24" AFF 410 El F'4 Lf.,f, T p A EX. FULL HEGHT DEMISING WALLS �E REpP. 121X121 E vv EXIT RR 0 D 1�) >riTlTl� LUNCH R ••L 111 X 14 E O ■ •k E 15'X1 •® SERVER NEW STATIC GUARD VCT ADD PLYWOOD TO 1 5/8" STL STUD AT INSIDE OF WINDOW SILL AND HEAD, ATTAC 1" PLYWOOD TO STUD (PAINT BOTH SIDES), ❑ I 4d PPM it/P■tfr Ar • • VENTILATION. SHUT WINDOW BLINDS BEFORE INSTALLING PLYWOOD. • NORTH FLOOR PLAN SCALE:) 1/e"..: 10 -13 -08 REV TEN. 10-24-08 • A 34 10 f_'1' II LEGEND 13 E A 0 vv 0 E N D EXISTING WALL NEW STEEL STUD WALL TO UNDERSIDE. OF CEILING W/ SOUND INSULATION EXISTING WALL TO BE REMOVED. NEW DOOR EXISTING DOOR FOUR -PLEX OUTLET DUPLEX OUTLET WALL TELEPHONE OUTLET AND DATA, MUDRING, CONDUIT AND PULL STRING ONLY. EXHAUST FAN J -BOX FOR POWER AND /OR PHONE - ILLUMINATED EXIT SIGN W/ PATHWAY UGHTING & BA ILFiY BACKUP RECESSED 2X4-2 TUBE FLUORESCENT 66 WATT UGHT FIXTURE W/ PARABOIC LENSE RECESSED 2X2 -2 TUBE FLUORESCENT 66 WATT LIGHT FIXTURE W/ PARABOLIC LENSE SURFACE MOUNT 2 TUBE FLUORESCENT 66 WATT LIGHT FIXTURE - RECESSED COMPACT FLUORESCENT UGHT FIXTURE, 32 WATTS EXISTING NEVI DEDICATED SWITCH ROOM SCHEDULE 1 FLOOR: REMOVE EX. CARPET, NEW STATIC GUARD VCT BASE: NEW 4" BASE 4' ;l SEPARATE PERMIT REQUIRED FOR: Mechanical IrElectrical plumbing Girtas Piping City of Tukwila BUILDING DIVISION FILE COPY Permit No. Plan review approval is subject to errors and omissions. A rirol.ral of construction documents does not authorize th. violation of any adopted code or ordinance. Receipt of approved Field Copy and conditions is acknowledged: By O6 7s Da / City Of Tukwila BUILDING DIVISION CEILING: NEW GYP BD CEILING ( +8'0" AFF) REMOVE EX. SUSPENDED ACOUSTICAL CEJUNG TILE LEA Rig 9' WALL TYPES (SI =SOUND INSULATE) NOT USED 2 3 -1 3 NOT USED StL. STUD ® 24" O.C. TO ACOUSTICAL CEILING, GYP. BD. BOTH SIDES DOOR SCHEDULE (LEVER HANDLES) E 1 /2' • tl cLr ietrde EXISTING DOORS NO CHANGES . 3' X 7' S.C. WOOD DOOR, WOOD JAMB (STAINED), 1 -1/2 PAIR BUTTS, WAIL STOP, LOCKSET ENERGY CODE NOTES 1) HEAT IS VIA GAS, NO ELECTRIC HEAT ALLOWED 2) PROVIDE VAPOR ON ALL WALL TO THE WARM SIDE 3) CAULK AND SEAL ALL OPENINGS TO OUTSIDE OR UNHEATED SPACES INCLUDING WEATHER- STRIPPING AT ALL EXTERIOR DOORS. 41 MAXIMUM ALLOWABLE LOAD FOR SWITCH IS 80% OF 20 AMP CIRCUIT. PROVIDE DUAL LEVEL SWITCHING IN ALL ROOMS ADJACENT TO EXTERIOR 5) WINDOWS 6) NO CHANGE TO EXTERIOR ENVELOPE FIRE ALARM SYSTEM 1) PROVIDE A FULLY OPERATIONAL AND CODE COMPLYING FIRE ALARM SYSTEM TO INCLUDE, BUT NOT LIMITED TO HORN /STROBES, PULL - STATIONS, DUCT SMOKE DETECTORS AND INTERIOR RECESSED ENUNCIATOR PANEL AS REQUIRED BY CITY OF TUKWILA AND CONNECT TO EXISTING . FIRE ALARM PANEL LOCATED 114 EX. ELECTRICAL ROOM. •% . REVISIONS No r'!vnges 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. cra E� No CC In ocC 03 CO sm 0 N N 0 0 o 4 G- fit: 4- ECi-, f 763 .e94 -iw4-' -1- w /4-6/1 4d$ !8 / to c9 Uoc.T cE c- Sfi :446 -G-- e —C‘—'—f DAVIS BACON MATERIAL HANDLING 4438 WORTH St, LOS ANGELES, CA 90063 3 2 3 22 7 - - 1 9 2 1 ' 800632 -1921 • M 3 . 2 . 1928 '•bao0nmh.com REVI8WED FOR CODE COMPLIANCE APPROVED APR 2 2 2U"I1 City of Tukwila BUILDING niinginMI di o ;ST) -1 q- 6,,e- 0 C.....,rFM• 9e D �G 2.1 • • • • • ` ?. • ,.. ...� : /0r "f 4: Xt / INCOMPLETE QTR# • • • • s CITY APR D7 2011 • -.---PERMIT CENTER 00O2 1 1/2 „ 1/4" -' 4 /,� O �0 4 Q may sN '� CIE � TE P� 3/32" J Q a Q li 0 ✓ PO sT 1 /4" 1 1/2 rr �� 1/4"0 RIVET I JL.....- I ��` Igl �J �/ )� 1lJ III 11 I I ASTM A576 -90B I, 1/41'0 RIVET ASTM A576 -90B (� U 4 Q Q rr 1 4 0 RIVET / /ASTM A576 -90B I I �� i / • ( 0)� 11) 3 1 /4rr I X X .fl III IP ,� / I I, 0 O 0 O TIE PLATE ti • 11■/, 4z �I r II I I e. �. e 1 I 1 0 I --- 11 , _ 3” II ( I ii J a °.. .ad II .. .Q • = /4rr 1, f gi 1 3 • %d a ,° °gO � • 0 o� \ g 1.? \ !!: \ IIII I ('' �11 T'E n 1 /4rr� RIVET ASTM A345 -79 l � � N {� 1 � .� / 37/6 "SRB" BEAM —�-- 1/4h0 RIVET A345 -79 PLATE INTERMEDIATE POSTS END POSTS IN "SS" BEAM —r1-- t =14 GA. ASTM "TT" TIE (2) -3/8 15 ANCHOR BOLTS PER BASE PL. (1) -3/8 "0 ANCHOR BOLT PER BASE PL. 2" EMB., (SEE NOTE NO.3) 2" EMB., (SEE NOTE NO. 3) t =11 GA. 14 GA. 14 GA. SHELVING COLUMN (1; BASE PLATE DETAIL (2D BEAM CONNECTION (3J BEAM CONNECTION (-4._i / 4 Q 4....... 0 c\1 sio/,,,,,,.. � t =14 GA. 3� ' e 932 ,,.�, . .. k Q al t • TOP TIE (5_� 48" 1$" 36" 36" 36" 36" NOTES: STORAGE SHELVING AS SHOWN BY THESE DRAWINGS ARE IN COMPLIANCE WITH THE REQUIREMENTS BUILDING CODE 2009 EDITION, SECTION 2208 FY =35 KSI. ASTM A1011 GR.36 (EXCEPT AS NOTED) KWIK BOLT —TZ (ESR -1917) IS REQUIRED THICK 2500 PSI. SOIL BEARING CAPACITY 1000 PSF CAPACITY 100 #/ LEVEL SHALL DISPLAY IN ONE OR MORE CONSPICUOUS LOCATIONS OF 50 SQUARE INCHES IN AREA, SHOWING THE CAPACITY #/ LEVEL) SHALL BE INSTALLED WITH A MAXIMUM TOLERANCE FROM THE IN 10' -0" OF HEIGHT NOT OPEN TO PUBLIC, EMPLOYEE ACCESS ONLY ®R C RECEIVED ct TY OF T IL4 E MAR 10 2011 � PERMIT CENTER �. 1— DESIGN AND OF 2 —STEEL 3 —ALL SPECIAL 4— CONCRETE 5— STORAGE 6— SHELVING A PERMANENT OF 7— STORAGE VERTICAL 8— STORAGE j OF STEEL CALCULATIONS THE INTERNATIONAL FOR ALL SHAPES ANCHORS HILTI INSPECTION SLAB 5" SHELVING INSTALLATIONS SIGN THE RACK (100 SHELVING OF 1 /2" RACK AREA � ��® 0 C�V ODE C ®PLI�l.� . .. '01- . CityofTukwila BUILDING nsvRinro DRB © f DRB DRB DRB -_ TOP TIES AT N r-� SRB TYP. © - EVERY BAY O U.N.O. . — DRB DRB DRB DRB �1F 0H44, RACK DESIGN AND ENGINEERING 412 WEST BROADWAY, SUITE #204, GLENDALE, CA. 91204 DRB DRB DRB SCALE: NONE DRAWN BY: ,43.1,1 •; DATE: 3 -8 -11 �; 'r ° . •. e: ' • '' ' • % :. 4• • v. 33562 �,• w� -• /p / �G N� PROJECT: V 1A NA E IF L u 12783 GATEWAY DRIVE, TUKWILA, WA. 98168 STORAGE SHELVING DETAILS JOB N0. RD -15363 SHEET N0. FRONT VIEW SIDE VIEW