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Home My WebLink AboutPermit D10-100 - POINT TO POINT TRANSPORTATION - STORAGE RACKSPOINT TO POINT TRANSPORTATION 12610 INTERURBAN AV S D10 -100 Cityef Tukwila 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: / /wwwci.tukwila.wa.us DEVELOPMENT PERMIT Parcel No.: 0004800003 Address: 12610 INTERURBAN AV S TUKW Suite No: Permit Number: D10 -100 Issue Date: 05/13/2010 Permit Expires On: 11/09/2010 Tenant: Name: POINT TO POINT TRANSPORTATION Address: 12610 INTERURBAN AV S , TUKWILA WA Owner: Name: C/O EPROPERTYTAX INC Address: DEPT #207 , PO BOX 4900 85261 Phone: Contact Person: Name: RICH FISHER Address: 23310 61 AV S #BB -101 , KENT WA 98032 Phone: 206 - 406 -9556 Contractor: Name: DACO CORPORATION Address: 18715 E VALLEY HY , KENT, WA 98032 Phone: 425 - 656 -4505 Contractor License No: DACOC * *012NC Expiration Date: 05/01/2012 DESCRIPTION OF WORK: PROVIDE AND INSTALL ONE (1) SINGLE ROW OF SELECTIVE PALLET RACK, EIGHT (8) BAYS LONG Value of Construction: $0.00 Fees Collected: $433.01 Type of Fire Protection: SPRINKLERS International Building Code Edition: 2006 Type of Construction: V -B Occupancy per IBC: 0025 * *continued on next page ** doc: IBC -10/06 D10 -100 Printed: 05 -13 -2010 City oilTukwila 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.ci.tukwila.wa.us Permit Number: D10 -100 Issue Date: 05/13/2010 Permit Expires On: 11/09/2010 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: Hauling: N Start Time: End Time: Land Altering: Volumes: Cut 0 c.y. Fill 0 c.y. Landscape Irrigation: Moving Oversize Load: Start Time: End Time: Sanitary Side Sewer: Sewer Main Extension: Private: Public: Storm Drainage: Street Use: Profit: N Non - Profit: N Water Main Extension: Private: Public: Water Meter: N Permit Center Authorized Signature: OA '1g, 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 th erform nc of work. I am authorized to sign and obtain this development permit. Signature: Date: /g//45 Print Name:( G r , s� This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. doc: IBC -10/06 D10 -100 Printed: 05 -13 -2010 • • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us PERMIT CONDITIONS Parcel No.: 0004800003 Address: Suite No: Tenant: 12610 INTERURBAN AV S TUKW POINT TO POINT TRANSPORTATION Permit Number: Status: Applied Date: Issue Date: D10 -100 ISSUED 04/15/2010 05/13/2010 1: ** *BUILDING DEPARTMENT CONDTITONS * ** 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: Installation of high- strength bolts shall be periodically inspected in accordance with AISC specifications. 5: 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 m a timely manner. 6: 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. 7: All construction shall be done in conformance with the approved plans and the requirements of the International Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code. 8: All rack storage requires a separate permit issued through the City of Tukwila Permit Center. Rack storage over 8 -feet in height shall be anchored or braced to prevent overturning or displacement during seismic events. The design and calculations for the anchorage or bracing shall be prepared by a registered professional engineer licensed in the State of Washington. 9: Manufacturers installation instructions shall be available on the job site at the time of inspection. 10: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431 - 3670). 11: 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. * *continued on next page ** doc: Cond -10/06 D10 -100 Printed: 05 -13 -2010 • • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other work or local laws regulating construction or the performance of work. Signature: Print Name: E'L co- - c. c4- Z Date: S'---// 37/ a doc: Cond -10106 D10 -100 Printed: 05 -13 -2010 CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.ci.tukwila.wa.us Building Permit No. 1)10 - Mechanical Permit No. Plumbing/Gas Permit No. Public Works Permit No. Project No. (For office use only) 00 Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. * *Please Print ** King Co Assessor's Tax No.: 0 LE DD— CCO3 Site Address: /c)-(, /0 -"J7 e2 Ufei -Ar..)AVE S Suite Number: Floor: Tenant Name: F V r tir y- i O r O S (,y3 New Tenant: ❑ Yes g14. No Property Owners Name: Mailing Address: City State Zip CONTACT PERSON - who do we contact when your permit is ready to be issued Name: Gtr 64€ rL Mailing Address: 1 l O 67I " QV C • _JOE -' 1O 1 E -Mail Address: Et. C.44. OC c've tr- • CC N +. Day Telephone: o7Oto -4/06 -.S-.S""":„ /� r'e'v.' (,vA 61 City State Zip Fax Number: o S 3 X77=7X - GENERAL CONTRACTOR INFORMATION; — (Contractor Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg 5)) Company Name: /- Mailing Address: 1 7 t S g . VA . C-- -1- rr /-1 e C! /� �" �k r"G" 14. .)4 �' C7 '� w �� -.-.1-' City State Zip Contact Person: �`t C.(,.t Ir--'4E (G. Day Telephone: ...20 6 - 906 -`"t 5`' E -Mail Address: t C.A. '�- b4CO C C,C P. C15 Fax Number: 0 - ( ' 7 - a:) ' taco (c, .Pc,j A cqr� Contractor Registration Number: DP4 C0C..' O l c9- NC..- Expiration Date: 66--7/0 i /3' c 0 ARCHITECT OF RECORD All plans must be wet stamped by Archite of Record Company Name: Ail 4- Mailing Address: City Day Telephone: Fax, Number: Contact Person: E -Mail Address: State Zip ENGINEER OF RECORD - All plats must be wet stamped by Engineer of Record Company Name: Mailing Address: Contact Person: CT Act et � 0044 .1 E -Mail Address: en 0/ZLt 1 J �4 o'C . (c' 4-1 /a. ( A c s . 2 / V D a b c , u r , a/ G Lzs'b t. E H: VApplicationsWorms- Applications On Line\2009 Applications \1 -2009 • Permit Application.doc Revised: 1 -2009 bh City Day Telephone: I S— „lc/0 -- 3 g t 0 Fax Number: 5. t g —0!-/Z5 — ?$ t 3 State Zip Page 1 of 6 BUILDING PERMIT INFORIV LION - 206 - 431 -3670 Valuation of Project (contractor's bid price): $ `gj r Existing Building Valuation: $ �lh Scope of Work (please provide detailed information): P /LOV i be) AND //VS-r-4 -L c. Ne- Q ") Ti/VGc.G RelA-3 5 - RJ'PP -c. . g E Acts 6. 6., 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 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: I landicap: Will there be a change in use? ❑ Yes ❑ No If "yes ", explain: FIRE PROTECTION /HAZARDOUS MATERIALS: 151 Sprinklers ❑ Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes NI 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:Wpplications\Forms- Applications On Line\2009 Applications \1-2009 - Permit Application.doc Revised: 1 -2009 bh Page 2 of 6 Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of ' Occupancy per IBC 1St Floor 42141/2(.7( . L() Si" 4I2(4 cA.m-ii 'l ' C.�.!' 1/..)t t c 2/6U sa c 2nd 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 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: I landicap: Will there be a change in use? ❑ Yes ❑ No If "yes ", explain: FIRE PROTECTION /HAZARDOUS MATERIALS: 151 Sprinklers ❑ Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes NI 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:Wpplications\Forms- Applications On Line\2009 Applications \1-2009 - Permit Application.doc Revised: 1 -2009 bh Page 2 of 6 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 OW R OR AUTHORIZED AGENT: Signature: Print Name: e1 Gb4 CIS 6. 2 Mailing Address: ,:233I O 6 /' 4- L) S G313 -/D Date: eifizik Day Telephone: c2O6 City State Zip Date Application Accepted: 4 -(s -(6 Date Application Expires: 16-I,S' -(0 Staff Initials: H:\Applications\Forms- Applications On Line\2009 Applications \1 -2009 - Permit Application.doc Revised: 1 -2009 bh Page 6 of 6 PLUMBING AND GAS PIPING CONTRACTOR INFORMATION Company Name: 4/4- Mailing Address: City State Zip Contact Person: Day Telephone: E -Mail Address: Fax Number: Contractor Registration Number: Expiration Date: Valuation of Project (contracto ' . bid price): $ Scope of Work (please provide de::iled information): Building Use (per Int'I Building Code): Occupancy (per Int'l Building Code): Utility Purveyor: Water: �+ Sewer: Indicate type of plumbing fixtures and /or gas piping out `- being i tp ailed and the quantity below: Fixture Type:. Qty Fixture Type:_ ty ' Fixture Type: - - Qty Fixture Type: Qty Bathtub or combination bath/shower Bidet Clothes washer, domestic Dental unit, cuspidor Dishwasher, domestic, with independent drain Drinking fountain or water cooler (per head) , I� \ Food -waste grinder, ommercial Floor Drain Shower, single head trap Lavatory � ' ,t ash fountain Receptor, indirect waste Sinks Urinals Wad Closet Building sewer and each trailer park sewer Rain water system — per drain (inside building) Water heater : • or vent Indus -1 waste treatment intercep •• , including trap and vent, tt,cept for kitchen type grease terceptors Each grease trap (connected to not more than 4 fixtures - <750 gallon capacity) Grease interceptor for commercial kitchen ( >750 gallon capacity) Repair 4i alteration of wat /piping and/or water tre ent equipment Repair or alt = lotion of drainage or ve •iping ,.3 Medical gas piping system serving 1 -5 inlets /outlets for a specific gas Each additional medical gas inlets /outlets greater than 5 / / iI ackflow protective device other than atmospheric -type vacuum breakers 2 inch (51 mm) diameter or smaller Backflow protectiv evice other than atmosphere' - pe vacuum breakers over `:: inch (51 mm) diameter `� Each lawn sprinkler system on any one meter including backflow protection devices Atmospheric -type vacuum breakers not included in ; lawn sprinkler backflow: -` protections (1 -5) Atmospheric -type vacuum breakers not included in lawn sprinkler backflow protections over 5 Gas piping outlets H:1Appli cations \Porrns- Applications On- Linet2009 Applications1l -2009 Permit Applicatian.doc Revised: 1 -2009 bh Page 5 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 RECEIPT Parcel No.: 0004800003 Permit Number: D10-100 Address: 12610 INTERURBAN AV S TUKW Status: APPROVED Suite No: Applied Date: 04/15/2010 Applicant: POINT TO POINT TRANSPORTATION Issue Date: Receipt No.: R10 -00835 Initials: WER User ID: 1655 Payee: DACO Payment Amount: $264.20 Payment Date: 05/13/2010 02:40 PM Balance: $0.00 TRANSACTION LIST: Type Method Descriptio Amount Payment Check 206272 264.20 Authorization No. ACCOUNT ITEM LIST: Description Account Code Current Pmts BUILDING - NONRES STATE BUILDING SURCHARGE 000.322.100 259.70 640.237.114 4.50 Total: $264.20 YME ;T RECEIVED doc: Receipt -06 Printed: 05 -13 -2010 r City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us RECEIPT Parcel No.: 0004800003 Permit Number: D10 -100 Address: 12610 INTERURBAN AV S TUKW Status: PENDING Suite No: Applied Date: 04/15/2010 Applicant: POINT TO POINT TRANSPORTATION Issue Date: Receipt No.: R10 -00642 Initials: User ID: Payee: WER 1655 Payment Amount: $168.81 Payment Date: 04/15/2010 09:39 AM Balance: $264.20 DACO TRANSACTION LIST: Type Method Descriptio Amount Payment Check 206082 168.81 Authorization No. ACCOUNT ITEM LIST: Description Account Code Current Pmts PLAN CHECK - NONRES 000.345.830 168.81 Total: $168.81 P y T EVE doc: Receiot -06 Printed: 04 -15 -2010 Z INSPECTION NO. INSPECTION RECORD Retain a copy with permit to - /04 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 06)431 -3670 Pn�aje l O,� � t� pd Type of Inspection: /�I�� , A- 1 Address: Date Called: Special IInn7structions: ILA S Date Wanted: .� Requester: Phone No: 6, ! '1 O (0- 9 Ssb Approved per applicable codes. El Corrections required prior to approval. 7 COMMENTS: FLRJAA,77,0 )--11 Inspect • r: VI" '21 'Date :� r') ri $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: 'Date: ..kwa ..4,.. tt -4:14 INSPECTION NO. INSPECTION RECORD Retain a copy with permit Q(v –f6J CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PERMIT NO. (206)431 -3670 P�o Iect: rhi ia . �M C• Type Igspe cti n: p ' t (,, i A eA &) t o G Address: 2-('(v er,Jf Date Called: #0 (e %l 0J-e c` F . e Special Instructions: S,��(e Lau Er 4.417-5 loAl ri(� ��J3( Date Wanted: -� , l 5-20-(d "(d a.rp,. P.m. Requester: A- L t Phone 1, 4v6 -1.5-51 ElApproved per applicable codes. orrections required prior to approval. COMMENTS: t) S1"-,e1 or ke c-,rk 3 .. ( f t i4: c.. -A-r P) ii,71 M R-jc t c.D k- /q A- ca1\ P b.. _ ()-\, r e..f -') of - 1 S (ft Al\ .1 e - (4-JO r L) & AU 1k' - ??d ) C'J ^k –, #0 (e %l 0J-e c` F . e kc U) Imo-- c 4 0 I (If ' f_J- ,�f. L., 6 f r e r -r-\ 1 Li-e i L4) ,n A- L t 3 Ms,� Ae C-; /-,A 1 eit c (- r -A i l c.-1)-:.3^ Al -e-A i_--.51 - 1 1 Date: ❑ $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd.,,Suite 100. Call to schedule reinspection. Receipt No.: Date: INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit A PERMIT NUMBERS • CITY OF TUKIMILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 .206- 575 -4407 Project: Sprinklers: Type of Inspection: RA.... Address: it). 6 / 0 Suite #: Pc S Coptact Person: C' / , cs-k i Special Instructions: Occupancy Type: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: ir .4staJk perm a�r ��i )(i f Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: — Pre -Fire: Permits: • Occupancy Type: Ilnspecbor: / T Date: 51/9/>l, Hrs.:. 1 n $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. CaII to schedule a reinspection. . r' Word/Inspection Record Form.Doc 1/13/06 T.F.D. Form F.P. 113 May 24, 2010 OTTO ROSENAU & ASSOCIATES, INC. Gttechnical Engineering, Construction Inspection & Materials Testing •••01 6747 M. L. King Way South, Seattle, Washington 98118 -3216 USA �k 06) 725 -4600 • Toll Free: (888) OTTO -4-US • Fax: (206) 723 -2221 ``�W2F5913684 • WABO Registered Agency • Website: www.ottorosenau.com Ot FINAL REPORT City of Tukwila Building Department 6300 Southcenter Blvd, Suite 100 Tukwila, Washington 98188 -2544 Project: Point to Point Permit Number: D10-100 Address: 12610 Interurban Avenue South, Tukwila Job Number: 10 -0243 We state that the work requiring special inspection was, to the best of our knowledge, in conformance with the approved plans and specifications and the applicable workmanship provision of the building code. Our knowledge is limited to our reports. 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. Anchor bolt installation Sincerely, OTTO ROSENAU & ASSOCIATES, INC. 514402/1 eeenau -11149_< Susan Rosenau -Moser Vice President Attachment Email c: Daco Corporation Attention: Mr. Rich Fisher OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing RECEIVED MAY 25 20101 L.vr+iimuwl1 Y DEVELOPMENT PROPRIETARY ANCHOR MECHANICAL INSPECTION REPORT Job Number: 10 -0243 Report Number: 117267 Permit Number: D -10 -100 Project: Point to Point Client: Daco Corp. Address: 12610 Interurban Ave S, Tukwila Address: 18715 East Valley Hwy, Kent Inspector: Darren Reid Date: 5/18/2010 Description /Location: ' /Z" by 4'A" Hilti KB TZ placed (2) per base plate along B.9/2 -6 for (8) bays of shelving. Intended Use: Shelving Base Plate Anchors Building Code & Year: Comments All anchors placed and torqued to 40ft/Ib per manufacturers specifications and city approved plans required. Reference Standard(s) Used: Copies to: X Client Engineer Owner Contractor Architect X Building Dept. Others Technical Responsibility: Conforms X Does Not Conform 7RabCO an r 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: Anchor Type: 0 Expansion • Screw • Sleeve • Drop In ESR Number: 1917 Anchor Manufacturer: Hilti KB -TZ Hole Diameter: '/" Hole Depth: (4) 4'/2" Required Embedment: 3' /e" Anchor Length: 4 Yz Concrete Thickness: Slab 6" Concrete Strength: Base Material: ►■ Normal Weight Concrete • Light Weight Concrete • CMU • Brick ■ Composite Deck Hole Cleaning: @ Compressed Air • Hand Pump • Other: ORA Torque Wrench ID: 5998 Torque: 40 ft -Ibs Drill Bit (ANSI B212.15): ►5 Yes • No Weather: Cloudy Ambient Temperature: 68° inside Comments All anchors placed and torqued to 40ft/Ib per manufacturers specifications and city approved plans required. Reference Standard(s) Used: Copies to: X Client Engineer Owner Contractor Architect X Building Dept. Others Technical Responsibility: Conforms X Does Not Conform 7RabCO an r 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 G. OHANIAN DATE 3-31-10 SUBJECT RAdK DENIdN & ENOINEERINGt do. 412 wEttr BROADWAY, QUITE #204 I.ENDALE, CA. 91204 TEL:(818)240 -3810 FAX:(818)240 -3813 SHEET NO 1 JOB NO.. RD -14735 STRUCTURAL CALCULATIONS OF STORAGE RACKS FOR: POINT TO POINT 1 261 0 INTERURBAN AVE. SOUTH TUKWILA, WA. 98168 PER IBC 2006 EDITION SECTION 2208 STORAGE RACKS CAPACITY: 1400 # / LEVEL CALCS. 1 THRU 4 DRAWINGS: RD -14735 r EXPIRES 12 -26 -11 REVIEWED FOR-- CODECOMPLIANCE APPROVED MAY 12 2010 Qkyof Tukwila BUILDING DIVISION bLO 100 RECEIVED APR 15 2010 PERMIT CENTER BY G. OHANIAN DATE 3 -31 -10 SUBJECT RAdK DEOI(N & EN(INEERIN(4 d0. 412 WET BROADWAY, BUITE #204 LENDALE, dA. 91204 TEL:(818)240 -3810 FAX:(818)240 -3813 SHEET NO 2 JOB NO.. RD -14735 FRONT VIEW BEAM M= 120 "X.7 K =1 1 "K 8 S R= 33 K= •32 <•56 0= 5xWxL3 =.55 "< 120 =.66" 384x1, xE 180 LOAD PER BEAM + 25% IMPACT LOAD = (1.4KX.88) +(.7Kx.25)= 14.4-= .7K BEAMS Ix =.98 S,=.56 Fy =55 KSI. SEISMIC DESIGN V= 5—Q-92—(1 xWx.75x.67 IBC 2006 —SEC. 2208, PER RMI SPECS. ASCE 7 -05 (SEC. 15.5.3) S0S =.98 (USGS WEB SITE, "SITE CLASS D ") 1 =1 NO PUBLIC ACCESS R =6 MOM. CONN. R =4 BRACED W =D.L.+ 3 PALLET LOAD LOAD PER COLUMN PALLET LOAD= 2 X 3x1.41( =1.4K 3 2 coL. W =.2DL+ 1 .4 P� 1.6 K vLONGIT. ' 13 K K TRANS. '20 LONGIT. SEISMIC Conterminous 48 States 2005 ASCE 7 Standard Latitude = 47.489 Longitude = — 122.2796 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 1.480 (SMs, Site Class D) 1.0 0.764 (SM1, Site Class 0) Conterminous 48 States 2005 ASCE 7 Standard Latitude = 47.489 Longitude = — 122.2796 Design Spectral Response Accelerations SDs and SDI SDs = 2/3 x SMs and SDI = 2/3 x SM1 Site Class D — Fa = 1.0 ,Fv = 1.5 Period Sa (sec) (g) 0.2 0.987 (SDs, Site Class D) 1.0 0.510 (SDI, Site Class D) .13 K 4"k BY G. OHANIAN DATE 3-31-10 SUBJECT RACK DEOD N & ENdINEERINGI CO. 412 WEcriT BROADWAY, FlUITE #204 LENDALE, dA. 91204 TEL:(818)240 -3810 FAX:(818)240 -3813 SHEET NO 3 JOB NO.. RD -14735 COLUMN ANALYSIS x- l Fy =55 KSI A =.78 S=.80 rx =1.2 ry =1.1 COMBINED STRESS RATIO P +M =� +26 = .27<1.0 a ax BASE PLATE ANCH. TENSION = 4 —(1 .6x3") =0 ANCHOR SHEAR = • 13 = 07 K 2 (2) -1/2 "95 HILTI KWIK BOLT —TZ ANCHORS (ESR -1917) PER BASE PL., 3 1/4" EMB. SPECIAL INSPECTION IS REQUIRED MOMENT AT BEAM CONNECTION .5x.07x1x65 =2.3K BEARING CAPACITY OF COL. HOLE KI 66x1.7 =94 2 Fe= 7TxE —32 rx --",2 ( KI )2— Tx' KI __ 52 __ 47 F Ty- Fn =Fy (1— _)=.32 KSI Max =Sx .Fb =26 "K 7/16 "0 RIVET A = .1 Fy = 79 KSI Pa = .1 x79x.4 = 3 K Ma = (2.3Kx4 ") +(1.2Kx2 ")= 11.6 "K 3 PIN CONN. CONN. MEND= .01xWI2= .8 "K M = 3.5K M = 4.3"K SEISMIC TOTAL Pn =Fn xA= 25 K Pa = -13K a - 1.92 - 1.6 K 7 3/4 "x5 "x3/8" BASE PLATE 3 "K 3.5 "K ' ® �� 3.5 "K 4 "K BY G. OHANIAN DATE . 3 -31 -10 SUBJECT RAdK DE$I(N & ENGIINEERINGI do. 412 WEctiT BROADWAY, plUITE #204 LENDALE, CA. 91204 TEL:(818)240 -3810 FAX:(818)240 -3813 SHEET NO 4 JOB NO. RD -14735 OVERTURNING MOT '20 Kx2oox(198 " +20 ")x.66 =57 "K MR = 1.6 Kx42 "x.6 = 40 "K UPLIFT = 57-40 .40 240 = K .20 K .o CL .20K 42" LOAD TO DIAGONAL P = .20 Kx cx 56 = .53 K COL Fy =55 KSI A =.31 rx =.48 Q =.74 L= 56" CHECK WELDS Fa = 1 1.2 KSI Pa = 3.5 K 1/8" WELD 1.5" LONG EACH SIDE (3" TOTAL) 3x.125x.707x70x.3 = 5.7 K CHECK SLAB 1600 — — a' 1000 1'6 1.6x144=230 °" =15" M= (11-)2X1 2 )000x 1 x12 =94"# 5= 12x52 = 50 6 94 = 2 <1.6 x/2500 =80 50 co N TOP LEVEL LOADING W= .2pI +.7LL =.9 K V= .11K LOAD PER COL. MOT =.1 1 KX2 COL X(198 " +20 ") = 48 "K MR = .9 Kx42 "x.6 = 22 .K UPLIFT = 4 4222 = .62 K BOTH SIDES NP , x x t =.07" 1600 # 5" CONCRETE SLAB 2500 PSI. CONC. 1000 PSF. SOIL DACO MATERIAL HANDLING & PACKAGING SOLUTIONS April 14, 2010 Al Metzler City of Tukwila Fire Department Fire Safety & Inspection 444 Andover Park East Tukwila, WA 98188 Dear Al, Offetopv .. , C REVIEWED FOR �ECOMPLIANCE PP�OVED i�iMr 12 2010 Qty of Tukwila BUILDING DIVISION This permit is for one (1) single row of selective pallet rack on the east wall of this building. The commodities to be stored on this rack are Exhibit Properties and Trade Show Equipment. Some of this equipment will be stored in plastic shipping bins and the remainder will be stored on wood pallets and will not be encapsulated. The existing sprinkler system is rated at .3$GPM over 5600 Sq. Ft. ,37 Sincerely, Rich Fisher Territory Manager bO 100 RECEIVED APR 15 2010 PERMIT CENTER • it 1 1 kf PY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D10 -100 DATE: 04-15-10 PROJECT NAME: POINT TO POINT TRANSPORTATION SITE ADDRESS: 12610 INTERURBAN AV S X Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter Revision # After Permit Issued DEPARTMENTS: iding Division Public Works ❑ AVM'\ SI■ .I cA-) Fire Prevention Structural ❑ Planning Division Permit Coordinator L_I DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete n DUE DATE: 04-20-10 Not Applicable Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTING: Please Route tg Structural Review Required ❑ No further Review Required n REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 05-18-10 Approved ❑ Approved with Conditions t Not Approved (attach comments) n Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents /routing slip.doc 2 -28 -02 Contractors or Tradespeople Peer Friendly Page 1 General /Specialty Contractor A business registered as a construction contractor with LEl 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 Daco Corporation UBI No. 601946293 Phone 4256564504 Status Active Address 18715 E Valley Hwy License No. DACOC "012NC Suite /Apt. License Type Construction Contractor City Kent Effective Date 9/10/1999 State Wa Expiration Date 5/1/2012 Zip 980321241 Suspend Date County King Specialty 1 General Business Type Corporation Specialty 2 Unused Parent Company Other Associated Licenses License Name Type Specialty 1 Specialty 2 Effective Date Expiration Date Status DACO "'101 JC Daco Construction Contractor General Unused 4/3/1990 3/13/2000 Archived Business Owner Information Name Role Effective Date Expiration Date Katona, B Kevin President 05/01/1999 Amount Duffield, Stephen L Vice President 04/16/2010 01C11875962 Shields, Edward E Chief Executive Officer 01/01/1980 09/29/2005 Bond Information Page 1 of 1 Bond 2 Bond Company Name DEVELOPERS SURETY ft INDEM CO Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date 857388C 05/01/2002 Until Cancelled $12,000.00 04/10/2002 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 7 AMERICAN STATES INS CO 01C11875962 05/01 /2009 05/01 /2011 $1,000,000.0004 /28/2010 6 AMERICAN STATES INS CO 010E586771 05/01 /2005 05/01 /2009 $1,000,000.00 04 /17/2008 5 AMERICAN STATES INS CO 010E5867716 05/01/2004 05/01/2005 $1,000,000.00 04/22/2004 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 05/13/2010 C3 N O N (A) PJ CONF. RM. 104 :z? rz!_ 7ZZ— zL.- , .:. 1 Z7.: J1 : � PJ J LO N 0 0 N X 36" EXTERIOR DOO F— w OFFICE 103 OFFICE 102 RECEPT. 101 eas .: 6" x X 15' -10z" r PA 50' -0" PJ 50' -0" PJ ! ®FE OPEN OFFICE 105 ®FE � 7 I, w I\ /1 1 \/ 1 1 /\ 1, ,ii-" 1/ ( I\ /I \/ 1 /\ I I/ \1 I\ % I \/ /\ 1 I/ \{ I \/ I I /\ 1/ \1 I \k/ I /` SUITE 'C' 1,616 SF OFFICE; 10,384 SF WAREHOUSE PJ NEW SINGLE TENANT ONE WAREHOUSE 107 EXISTING RACKS TYPICAL {`(rt ROW RACK E� 11 4'2 M PJ ®FE N X 0 N N X O N N X 0 N N X 0 N X Co X to rN - - � 1l— i l � -- >�II�\- -� -t -i \ ��II`-_flT -;.— iI i1 II i1 II i< Ifl5-T; < 11. i1 I iI i< II i< 11 l -_- �(1� �,II ' _ jI ' - -- JIB---- �ll� - - - -- III - - - -_ �---- �II�: _-- _-JL� - - - -� ,1 I I I ■ - -. PJ PJ PJ I RACKING PLAN SCALE: 1 /8 " =1 '--0" x X REVISIONS R X Cr) EXIT ®FE PJ 48" EXTERIOR DOOR W/ EXIT SIGN GENERAL NOTES SYMBOL LEGEND EGRESS ROUTE — REVIEWED FOR CODE COMPLIANCE APPROVED MAY 12 2010 City kwila BUILDING IVISIGN 96 X 42 SEPARATE PERMIT REQUIRED FOR: 4v1eChanical Alai Electri )lumbing as Piping City of Tukwila BUILDING DIVISION ELEVATION 0) 1 0) VIEWS SCALE: 1/4-"= 1 ' -0" REVISIONS No changes shall be made to the scope of work without prior approval of Tukwila Building Division. NOTE: Revisions will require a riew plan submittal' and may include additional plan review fees. I EGRESS NOTES: 1. WAREHOUSE EGRESS TO BE NOT MORE THAN 200' TO ANY ONE EXTERIOR DOOR. 120 X 42 AREA OF WORK V PRE COPY Permit No.. ' O — /(9O Plan review approval is subject to errors and omissions. Approval of construction documents does not authorize the violation of any adopted code or ordinance. Receipt of approved Field Copy and conditions is acknowledged: By Date: S// 3 42-0( d City Of 1Ukwiia BUILDING DIVISION VICINITYIKEY PLAN SCALE: NONE 2 RECEIVED APR 15 2010 PERMIT CENTER PROJECT: TUKWILA COMMENTS Sow Point 12610 Interurban Ave S Tukwila, WA 98138 MATERIAL HANDLING & PACKAGING SOLUT /ONS CONTRACT WITH: 18715 East Valley Highway Kent, WA 98032 -1241 (425) 656 -4505 Sow 12610 Interurban Ave S Tukwila, WA 98138 DESIGNER: DATE: SCALE: AHJ BID # JOB # NOTED SHEET # R1 of I0 e a" • .0 • 44 e' 7/16"O RIVET ASTM A576 -90B t= 3/16" (2)-1/2"O ANCHOR BOLTS PER BASE PLATE 3 1/4" EMB., (SEE NOTE NO. 4) BRACING DETAIL (1 BEAM CONNECTION (2 BASE PLATE DETAIL REVIEWED FOR CODE COMPLIANCE APPROVED MAY 12 2010 City of Tukwila BUILDING DIVIGInto 1 120" & 96" 1 GENERAL CONFIGURATION S N N N S N 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 2006 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 #777 (E70XX ELECTRODES) 4 —ALL ANCHORS HILTI KWIK BOLT -TZ (ESP -1917) SPECIAL INSPECTION IS REQUIRED 5— CONCRETE SLAB 5" THICK 2500 PSI. SOIL BEARING CAPACITY 1000 PSF 6— STORAGE RACK CAPACITY 1400 #/ 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 (1400 #/ 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. RACK DESIGN AND ENGINEERING 412 WEST BROADWAY, SUITE #204, GLENDALE, CA. 91204 SCALE: NONE DATE: 3 -31 -10 PROJECT: FRONT VIEW SIDE VIEW EXPIRES 12 -26 -11 DRAWN BY: .AS J POINT TO POINT 12610 INTERURBAN AVE. SOUTH, TUKWILA WA. 98168 STORAGE RACK DETAILS JOB RD- -1414 735 SHEET NO. 1 OF 1 1////—: 0 co 1 S CO \ c co c \ r 'r LIc 1 r 1( jr GENERAL CONFIGURATION S N N N S N 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 2006 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 #777 (E70XX ELECTRODES) 4 —ALL ANCHORS HILTI KWIK BOLT -TZ (ESP -1917) SPECIAL INSPECTION IS REQUIRED 5— CONCRETE SLAB 5" THICK 2500 PSI. SOIL BEARING CAPACITY 1000 PSF 6— STORAGE RACK CAPACITY 1400 #/ 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 (1400 #/ 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. RACK DESIGN AND ENGINEERING 412 WEST BROADWAY, SUITE #204, GLENDALE, CA. 91204 SCALE: NONE DATE: 3 -31 -10 PROJECT: FRONT VIEW SIDE VIEW EXPIRES 12 -26 -11 DRAWN BY: .AS J POINT TO POINT 12610 INTERURBAN AVE. SOUTH, TUKWILA WA. 98168 STORAGE RACK DETAILS JOB RD- -1414 735 SHEET NO. 1 OF 1