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HomeMy WebLinkAboutPermit D06-482 - Sherwin Williams - Storage RacksSherwin Williams 16650 West Valley Highway D06-482 Parcel No.: 2523049085 Address: 16650 WEST VALLEY HT TUKW Suite No: Tenant: Name: SHERWIN- WILLIAMS Address: 16650 WEST VALLEY HY, TUSWILA WA Owner: Name: AULAHH BUTTAR & CANTOR LLC Address: 15701 138 PL SE , RENTON WA 98058 Phone: 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: httn : //www.ci.tukwila.wa.us Contact Person: Name: CRAIG SULLIVAN Address: 16650 WEST VALLEY HY , TUKWILA WA 98188 Phone: 425- 251 -6684 DEVELOPMENT PERMIT Contractor: Name: PENNON CONSTRUCTION CO INC Address: 10522 LAKE CITY WAY NE C102 , SEATTLE WA 98125 Phone: Contractor License No: PENNOCC013Q3 DESCRIPTION OF WORK: FURNISH AND INSTALL RACKING ANCHORS TO EXISTING RACKS IN REAR STAGING AREA. Value of Construction: $0.00 Fees Collected: $203.19 Type of Fire Protection: SPRINKLERS /AFA International Building Code Edition: 2003 Type of Construction: VB Occupancy per IBC: 0019 * *continued on next page ** Permit Number: D06 - 482 Issue Date: 01/25/2007 Permit Expires On: 07/24/2007 Expiration Date: 06/03/2008 Steven M. Mullet, Mayor Steve Lancaster, Director doc: IBC-10 /06 D06-482 Printed: 01 -25 -2007 Public Works Activities: Channelixation / Striping: N Curb Cut / Access / Sidewalk / CSS• N Permit Center Authorized Signature: I hereby certify that I have read and governing this work will be compile Print Name: 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: httn: //www.ci.tukwila.wa.us 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 Number: D06 - 482 Issue Date: 01/25/2007 Permit Expires On: 07/24/2007 Date: of (?1D4- Steven M. Mullet, Mayor Steve Lancaster, Director permit and know the same to be true and correct. All provisions of Mw and ordinances r specified herein or not. The granting of this permit does not pre =ume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. l authorized to sign and obtain this development permit. Signature: /ifg�t� Jll i4®' -- Date: / - a 2 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: 18C -10/06 D06-482 Printed: 01-25-2007 Parcel No.: 2523048085 Address: Suite No: Tenant: 16650 WEST VALLEY HT TUNNY SHERWIN- WILLIAMS 1: ** *BUILDING DEPARTMENT CONDITIONS * ** 8: ** *FIRE DEPARTMENT CONDITIONS * ** doc: Cond -10/06 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206431 -3670 Fax: 206431 -3665 Web site: http: / /www.ci.tukwila.wa.us PERMIT CONDITIONS Permit Number: Status: Applied Date: Issue Date: D06 -482 ISSUED 12/28/2008 01/25/2007 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: 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. 5: 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. 7: 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 908.6) 8: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 9: Maintain minimum 6" longitudinal flue space between back - to-back racks. (NFPA 13- 12.3.1.14.1) 10: Nominal 6" transverse flue spaces between loads and at rack uprights shall be maintained in single row, double row, and multiple row racks. Random variations in the width of flue spaces or in their vertical alignment shall be permitted. (NFPA 13- 12.3.1.13) 11: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 12: This review is for rack anchors only. The re- positioning of any existing racks will require a new evaluation of use. Any changes may require a new permit and plan submittal for review. 13: These plans were reviewed by Inspector 815.1f you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. D06 -482 Printed: 01 -25 -2007 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.ct.tukwila.wa.us * *continued on next page ** doc: Cond -10/06 D06 -482 Printed: 01 -25 -2007 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: doc: Cond -10 /06 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 Print Name: c' y S; ` / ✓11iV Date: / D06-482 Printed: 01 -25 -2007 E -Mail Address: CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 hup:/ ci. tub,'ila.wa. us 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: 16650 v VALLeY 14WY /� Tenant Name: The ShCrW in- WIWl&I YS Co s Property Owners Name: WMAQE TMs Ii4uFs 4RR, Ltt.- Mailing Address: ROt t»$ 632gb Name: \:ICA% Sc LW Mailing Address: 16650 YY t v kUk ( HINT E -Mail Address: SW SOW & ShCrw I fl . (pn'\ e k e - e •'•••• ••-•■ Contractor Registration Number: PENNOCCO 13 Q 3 N /A t - Building Permit No. Mechanical Permit No. Plumbing/Gas Permit No. Public Works Permit No. Project No. (For office use only) King Co Assessor's Tax No.: 2-6 1.0r Suite Number: aFLLEVut Ciy Floor: New Tenant: ❑ Yes %.No WA State 53280 Zip CONTACT PERSON - who do we contact when your permit is ready to be issued Day Telephone: LIZ 1 -Z51 1,694 TO KwILA w4 91'i18O City State Zip Fax Number: '4Z5 - 251- 5429 GENERAL CONTRACTOR INFORMATION — (Contractor information for Mechanical (pg 4) for Plumbing and Gas Piping (pg 5)) Company Name: PENNOt CANSit2UCTa9• COtA0444 Mailing Address: 6(24 t3 6- CiLNT Av F . I Soar- A V(kMfl t We WA 9 IY7(o6Z Cit B et K T 1 r� State Zip Contact Person: &*D 1\ EIS t U-.y Day Telephone: 22 - r 3 � O A CantFax Number: JIOt.) — CAS- 3Wtei Expiration Date: tune— S 1 LO28 ARCHITECT OF RECORD - All plans must be wet stamped by Architect of Record Company Name: Mailing Address: City Contact Person: Day Telephone: E -Mail Address: Fax Number: State Zip ENGINEER OF RECORD - All plans must be wet stamped by Engineer of Record Company Name: M t1-L-Ee- (CmSUt:v - 44Q t EtJ('niI9FF I�S . (NC.. Mailing Address: 0510 SW EltetcQ,Z Lit UD- Sotto. t00 Ream() () ©R C1l2 t 1 Contact Person: TOM FOuJLEC City State Zip Day Telephone: 603 - 211.6 SO E -Mail Address: I OM@.fflit1ere tr'S tuurn Fax Number: 503- 2W4(D' r51.5_ Q'. \Applcalions \Fomrs- Applications On Line \3.2t)6 - Pemlil Application.doc Reused 9 -2006 bh Page 1 of 6 BUILDING PERMIT INFORMATION - 206 - 431 -3670 Valuation of Project (contractor's bid price): $ 3, 40 9 e 3 4 Existing Building Valuation: $ Scope of Work (please provide detailed information): cut n 5%n Gn d t n STALL rns t n q to A * • J _ STEM n5 Rate. Will there be new rack storage? Yes L.L.\ ❑.. 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 R): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ Yes ❑ No If `yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: t Sprinklers Automatic Fire Alarm ❑ None ❑ 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. Q: \Appbceions\Ponns- Applica ions On Line\3 -2006 - Permit Application don Revised. 9300 bh Other (specify) 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 " Floor 3 Floor Floors the Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck BUILDING PERMIT INFORMATION - 206 - 431 -3670 Valuation of Project (contractor's bid price): $ 3, 40 9 e 3 4 Existing Building Valuation: $ Scope of Work (please provide detailed information): cut n 5%n Gn d t n STALL rns t n q to A * • J _ STEM n5 Rate. Will there be new rack storage? Yes L.L.\ ❑.. 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 R): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ Yes ❑ No If `yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: t Sprinklers Automatic Fire Alarm ❑ None ❑ 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. Q: \Appbceions\Ponns- Applica ions On Line\3 -2006 - Permit Application don Revised. 9300 bh Other (specify) 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). Plumhinv 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). 1 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 AUTFJORIZ D AGE : �L p,, Signature: / "J� / y 1°AAfl b ar therW1I1 cau 4 n Date: 1 2— 21 — O(� M Print Name: ItiRQl Ir\t a :r -tic Day Telephone: (440)Sflo -4Zq-i Mailing Address: Mµ10 Ala fit 6nA DR, 51 5V(LLG 1 014 4444-k9 City State Zip D Application Accepted: 2$ f Date Application Expires: di h Staff Initials: Q t pplicaacnsWormrApplicnions On LineU -2006 - Parmil Application doe Revised'. 9 -2005 bh Page 6 of 6 1 Parcel No.: Address: Suite No: Applicant: Receipt No.: R06 -02027 Initials: JEM User ID: 1165 Payee: 2523049085 16650 WEST VALLEY HY TUKW THE SHERWIN - WILLIAMS CO THE SHERWIN - WILLIAMS CO. TRANSACTION LIST: Type Method Description doc: Recelot -06 Payment Check 80901943 BUILDING - NONRES PLAN CHECK - NONRES STATE BUILDING SURCHARGE 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 ACCOUNT ITEM LIST: Description Account Code 000/322.100 000/345.830 000/386.904 RECEIPT Total: $203.19 Permit Number: Status: Applied Date: Issue Date: Payment Amount: Payment Date: Balance: Amount 203.19 Current Pints 120.42 78.27 4.50 $203.19 3 1 6 12/28 9716 TOTAL ?07.19 • • D06 -482 PENDING 12/28/2006 • 12/28/2006 03:35 PM 50.00 • • • Printed: 12 -28 -2006 Proje5t: 547' n — 61i f /i;t S Type of Inspection: riw// I Address: / 6 l S 0 (tie S (/4// //' e 7 Date Called: .• Special Instructions: Late Wanted: 7 - 27 - 6 7 fe.iit._ `ate Requester: Phone No: 0 7 5 'V - I/ z - 2 INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 'dad -9e2 (206)431 -36 pproved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: ren / ( 1/4" 4/ a Date: REINSPECTION FE RdQUIRED. Priyr't0 inspection, fee must be d at 6300 Southcenter Blvd., Suite 10 . Call to sechedule reinspection. Receipt No.: Date: Project: / ) ^ Sk `t eew, p /I /11nr if r- Fire Alarm: Type of Inspection: yng c Address: Suite #: /6 5-o w • A t/ / � r 7 / y Contact Person: Special Instructions: Pre - Fire: Permits: Phone No.: Needs Shift Inspection: ,u Sprinklers: r- Fire Alarm: Y Hood & Duct: /Jo Monitor: Pre - Fire: Permits: F / Occupancy Type: s1( INSPECTION NUMBER Approved per applicable codes INSPECTION RECORD Retain a copy with permit Word /Inspection Record Form.Doc 1/13/06 poi,- <122.._ PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206 - 575 -4407 n Corrections required prior to approval. COMMENTS: n» �� C/ e7p6r OAJ Ac F P✓tc,r' f M t_ Inspector: , k / Date: z // ( 0 7 El $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. T.F.D. Form F.P. 113 a MILLER CONSULTING ENGINEERS STRUCTURAL CALCIExTIONS Structural Analysis for Pint Shelving 16650 W Valley Hwy,Tukwila, WA 98188 Sherwin Williams December 20, 2006 I Project No. 061269 23 pages Principal Checked:2 e- � 9570 SW BARBUR, #100 PORTLAND, OR 97219 PHONE (503) 246 -1250 FAX (503) 246 -1395 9570 SW Barbur Blvd. Suite 100 Portland, Oregon 97219 -5412 �, ^ /� / � /l Phone (503) 246 -1250 Fax (503) 246 -1395 www.mille re ngrs.com � v ' American Consulting ate Engineers Council FILE Con Permit No. U c: REVIEWED FOR CODE COMPLIANCE $ rflswnf;,tlrfl JAN 1 7 zop City Of Tukwila VOID IF SEAL UILDING DIVISION AND SIGNA M. v. • •RIGINAL Innitirangpa * ** LIMITATI 1 NS ** ENGINEER WAS RETAINED IN A LIMITED CAPACITY FOR THIS PROJECT. DESIGN IS BASED UPON INFORMATION PROVIDED BY THE CLIENT, WHO IS SOLELY RESPONSIBLE FOR ACCURACY OF SAME. NO RESPONSIBILITY AND / OR LIABILITY IS ASSUMED BY, OR IS TO BE ASSIGNED TO THE ENGINEER FOR ITEMS BEYOND THAT SHOWN ON THESE SHEETS. CIIYOF NIMLA DEC 2 8 2006 PERMITCENTER Building Code: 2003 International Building Code Sons Report: No Solis Report by: N/A Dated: N/A Soil Bearing: 1500 PSF Retaining Walls: No Equivalent Fluid Pressure: N/A PSF Material: Wood: Steel: X Concrete: Masonry: Vertical System: Wood Bearing Walls Lateral system: Light Framed Shear Walls Roof Framing: Manufactured roof Trusses designed by others? N/A Snow PSF Attic PSF Floor PSF Other PSF Basic Design A= A= 0= 0 = Loads: Deck PSF Garage PSF Corridor PSF A= d= d= Lateral Design Parameters: Wind Design: N/A Wind Speed (3 sec Gust): MPH Exposure Seismic Design Importance Factors I = 1.00 IE = 1.00 Is = 1.00 wind seismic snow "= USGS �r ti Earthquake Hazards Program { r LOCATION 47.44 Lat. -122 23 Long. 2% PE In 50 years, 0.2 sec SA = Ss The interpolated Probabilistic ground motion values, in %g, 2% PE in 50 years, 1.0 sec sA =sr at the requested point are: 10 %PE in 50 yr 2 %PE in 50 yr PGA 32.34 61.22 0.2 sec SA 71.29 138.32 1.0 sec SA 23.42 47.22 Design Summary: These calculations are to verify that the proposed shelving manufactured by Republic Storage Systems Co. will support the applied vertical and seismic loads due to the dead weight of the paint being stored on the shelves. This analysis is a re-use of the storage racks used in the Vancouver, WA. store which used was designed under the 1997 UBC. The lateral forces determined using the 1997 UBC at the Vancouver, WA store are greater than the lateral forces determined using ASCE 7 -02 at the proposed location in Tukwila, WA. (see pages 10 and 11 for clarification). Therefore, using the lateral forces determined for the Vancouver site Is conservative. MS 1 MILLER Consulting Engineers e Suite One Hundred and o Portland, OR s7zts.s7219 -5 atz (503)246 -1250 FAX: 246 -1395 Project Name: Structural Analysis for Paint Shelving Project #: 061269 Location: 16650 W Vallee Hwv,Tukwila, WA 98188 Client: Sherwin Williams BY: JMG Ck'd�( / Date: 12/20/06 Page 1 of 23 0 7 r iV 1 n ri n Yl Y MILLER CONSULTING ENGINEERS 9570 SW Barbur Blvd Suite One Hundred Portland, OR 97219-5412 (503)246 -1250 Fax: 246 -1395 Project Name Structural Analysis for Paint Shelving Project # 061769 Location 16650 W ValleyHwy,Tukwila, WA98188 Client Sherwin Williams � By JMG Ck'd7T / uate 12/20/06 Page 2 of 23 republic storage Systems company, Inc. 1038 BELDEN AVE. NE CANTON, OHIO 44705 -1459 1 7/8" tangent point 1 Inside Radius Typ. B 2 3/4" 7/8" 29/32" 1 5/8" SECTION PROPERTIES OF 3- 1/2X"14 GAGE PALLET RACK OFFSET BEAM Fy = S0 ksi . AREA= 0.929 in " Ix =1.517in Sx= 0.842 "in Rx = 1,278.in MILLER CONSULTING ENGINEERS 9570 SW Barbur Blvd Sulte One Hundred Portland, OR 97219 -5412 (503)246 -1250 Fax: 246 -1395 Project Name Structural Analysis for Paint Shelving Project # 061769 Location 16650 W ValleyHwy,Tukwila, WA 98188 Client Sherwin Williams By JMG Ck'd) r to 12/20/06 Page 1 of 23 • T Gti Stor Sys tems Com In 1038 BELDEN AVE. NE • CANTON, OHIO 44705 -1459 X 1 7/8 tangent point e Inside Radius Typ, 7/8" y 29/32" X 4 1 5/8" 1 2 3/4" SECTION PROPERTIES OF 3 -1/2 X 16 GAGE PALLET RACK OFFSET BEAM •Fy =36ksi •. AkEA .0:7521n • IX= 1.227 'in 4 • Sx-- •0:682.in 3 r . Rx = 1.278/in_ • a MILLER CONSULTING ENGINEERS 9570 SW Barbur Blvd Suite One Hundred Portland, OR 97219 -5412 (503)246 -1250 Fax: 246 -1395 Project Name Structural Analysis for Paint Shelving Project # Location 16650 W ValleyHwy,Tukwila, WA 98188 Client Sherwin Williams By ,JMr Ck'd> 5 Date 12/20/06 Page 44 of 23 1161269 i2#USLIC. STopaaI Svs-y -MS Cans\ tAM /NC. SECTION PROPERTIES Y -- t = 0.075 in Q = 0.974 Ix = 0.086 in 4 Sx 0.115 in Rx = 0.597'in 1 -1/211 ..� 1 0.333' X CHANNEL BRACE 1 -1/2X1 X14 GAGE Net Area = 0.241 in Fy = 42,000 psi Iy = 0.024 in 4 Sy = 0.036 in 3 Ry =0:318 in 14 MILLER CONSULTING ENGINEERS 9570 SW Barbur Blvd Suite One Hundred Portland, OR 97219-5412 (503)246 -1250 Fax: 246 -1395 Project Name Structural Analysis for Paint Shelving Location 16650 W Valley Hwy,Tukwila, WA 98188 Project # 061769 Client Sherwin Williams By JMG Ck'd)? 1Drite 12/20/06 Page 9 of 23 t = 0.075 IN Q = 0.90 Ix = 1.180 IN 4 Sx = 0.786IN 3 Rx. .1.318 IN SECTION PROPERTIES Mil LJ COLUMN SECTION 3X3'X14GAGE NET AREA = 0.678 IN 2 Fy =42KSI Iy= 0.817IN 4 Sy = 0.510 IN 3 Ry 1.097 IN . . MILLER CONSULTING ENGINEERS 9570 SW Barbur Blvd Suite One Hundred Portland, OR 97219 -5412 (503)246 -1250 Fax: 246 -1395 Project Name Structural Analysis for Paint Shelving Project # 061960 Location 16650 W Valley Hwy,Tukwila, WA 98188 Client Sherwin Williams By JMG Ck'd7 ;1 12/20/06 Page co of 23 ASS'Y PART NUMBER BEAM L.H. CLIP R.H. CLIP SAFETY CLIP QTY. PART NUMBER GTY. ' PART NUMBER QTY. PART NUMBER QTY. PART NUHBE 66030(5 1 5 545 1 621904 1 621903 2 700920 -00 . STANDARD TOLERANCES UNLESS OTHERWISE • Republic • Storage Systems' Cc UNEdR :. :±.020 SHT. 1 OF . 2.• .. 1g OFFSET PALLET' BERM. RS5' Y . 96 I � n . . • ' . . ' - Q. . BER M • : • GR. . > DWJETERS- * _00S• . .. • ..• REND — • ,015 ' SQUARENESS .030 LLOC. . .. : ANGLES . ±1 DEG.. SQUARENESS lc • ANGULAR" SHALL BE LIMITED BY— -. SIZE TOLERANCES MATERIAL • . • ' N. WT.' 22 G. WT. ' SCALE DR. ' DATE _. � JB 1 7" „ -4L • • S ' . SIZE O x 6603015 REV DATE . • DESCRIPTION • '. INIT. UI DWG `RE: Roma LH CLIP 20.1 W? SHOP TO INSTRLL 1" (2) - #700920 SRFETY Ma CLIPS RFTER PAINTING- 1.n?p SECTION "R—R" AS' Y' ' PA raj I-IO. E .EAM L H. CLIP M.1-1. Ct1F?"' WT p.Y PART NO , 9r pp,CQT No. 1j 4TT i I.P.4T - . GGO ;. IBS . 1 • G60113$ 621903 - 90 1 8 �' Ru CIIP LH CLIP • n9 /.og[Ti • 9o° I ' 075172 12 • (6;517 -Z- TO IN STAL:.. 70o940 SAFETY CLIPs AFTER. PA. 1NTIn1 AG'. :6O0 1 s: L :60 MC Ps R243 40G5 16 5 EC T I: ?1aS is �a nf' -A. • REV), IONS • 27. S Vg Rspiiui[usteel.'. 8 OF'F SES' PtaLL.ET 13EPJvt & SSEM E911.-'t 562 E3 E p: n? • DEPT. I GAGE CUT ■RE 1 1 1.6%. GA: MAT DR.2 TR CK APP'D SCALE SHEET ROPOSAL t•7 .■, Re 4BLIC ORDER F{ • pnAWING NO r o 139 : Van t idal o. /3f .., .1.) - •n- IH r4 - „-rr /75 ti/.54+ SH- LF x @ / 'eoN4 = (,56,) 1 a &A1Jc. =- en Ilo141•WL ?6 #i t S#WL ya.Uyl...; (7.4) 5 *At 13ve.*01 = IAA o. �L /sue LF v ,4f Q072- X015 - /8 x(S) - 2z�¢ IL • /e- V/ = x /L . aEa,u ! 5 = 4 GB Z ,1- 7 224' 1 e ^ a $z, - 399/ psi i ogY f 1 68 _ 4e ,,SxD,oG loon '�D✓�Y� (8)4 • • 3 s4-(z 9oaaob)&, 7z7) (MVO xO, /7G7 )7Z0) L x /728 Q, oa % x / 4 1 9 1 1 - 4 5 1 5 ; 5 1 •M or D, en 44 3 -� '� _ b 557 P si —fl Y m• 09.2- swan, 4! sEA105 ,4'Pt 4-bE4)u4Tr 1' MILLER CONSULTING ENGINEERS 9570 SW Barbur Blvd Suite One Hundred Portland, OR 97219-5412 (503)246 -1250 Fax: 246 -1395 Project Name Structural Analysis for Paint Shelving Project * n612G9 Location 16650 W ValleyHwy,Tukwila, WA 98188 Client Sherwin Williams By JMC Ck'V ? t Date 12/20/06 Page 9 of 23 SEISMIC: IBC LOADING USING ALLOWABLE STRESS DESIGN Non - Building Structures per ASCE 9.14 (Page 186) Copyright 0 2005, Miller Consulting Engineers, Inc. Site Class Seismic Use Group Seismic Design Category Occupancy Use Category S, = S = Fa= Fv= SMS= 5M1 = SDS Sol = Omega= R= C; Cs OR D E 4138 1.00 1.53 1.38 0.72 0.92 0.48 0.231 0.129 0.096 1 V= 0.231 `W 1 1802003 Table 1615.1.1, pg 322 (ASCE 7 Table 9.4.1.2. pg 108) I8C2003 sec. 1616.2, pg 326 (ASCE 7 sec. 9.1.3, pg 96) 1802003 Table 1616.3(1), pg 326 (ASCE 7 Table 9.4.2.1a pg 131) 1802003 Table 1604.5 pg. 272 IBC2003 Figure 1615 pg 302 (0.2 sec) (ASCE 7 Figure 9.4.1.1, pg 110 (0.2 sec.) 1802003 Figure 1615 pg 302 (0.2 sec) (ASCE 7 Figure 9.4.1.1, pg 110 (0.2 sec.) 1802003 Table 1615.1.2(1), pg 323 (ASCE 7 Table 9.4.1.2.4a, pg 129) IB02003 Table 1615.1.2(2), pg 323 (ASCE 7 Table 9.4.1.2.4b, pg 130) 1802003 eqn. 16-38, pg 322 (ASCE 7 Eq. 9.4.1.2.4 -1, pg 129) 1802003 eqn. 16-39, pg 322 (ASCE 7 Eq. 9.4.1.2.4 -2, pg 129) 1802003 eqn. 16-40, pg 322 (ASCE 7 Eq. 9.4.1.2.5 -1, pg 129) 1802003 eqn. 16-41, pg 322 (ASCE 7 Eq. 9.4.1.2.5 -2, pg 129) ASCE 7 Table 9.14.5.1.2, pg 192 ASCE 7 Table 9.14.5.1.1, pg 190 ASCE 7 Table 9.14.5.1.1, pg 190 ' W ASCE 7 Eq. 9.5.5.2.1 -1, pg 146 W ASCE 7 Eq. 9.14.5.1 -1, pg 188 W ASCE 7 Eq. 9.14.5.1 -2, pg 188 `(Basic load comb. 0.6D +0.7E 1802003 eqn. 16-12, pg 273 ASCE 7 sec. 24.1(8), pg 6) MILLER CONSULTING ENGINEERS 9570 SW Barbur Blvd Suite One Hundred Portland, OR 97219 -5412 (503)246 -1250 Fax: 246 -1395 Project Name Structural Analysis for Paint Shelving Location 16650 W ValleyHwy,Tukwila, WA 98188 Client Sherwin Williams Project # n61260 By JMG Ch ) 7 Date 12/20/06 Page 1 0 of 23 tfl4 i/,. L C2) Oi • .Cad ty St* c : t,)>: 672 A /salt P = G,36)bv =./, YW = 2.. s . ( /, 3x = ,22-5 4.0 j— x,70,190 - 0,752- W P 1, - 60,5 /br 2s, ($) 36 V B R &% LP- W = l 'Irvs /srat I4Yon — 259 /d 45.0 // 9 2.5was a� 16 t 11�bt. bZslyW Pjt oN .19 - 7 tnt'L - ./30' •3Y o6SavP IV' C. S*PVt 1,0,4D tN4 IS 1 l4 N ThtJ= k *c. SEISI4IL ['oI?c:l 'j I}P<T Ttjt Sro WF-t op " 1611 - aer X01? C 411 1J Pa - P• 3 14114 IS Pc t sc IBC- SI ES,.NC_ 10 At, : 0 X C , 4 (JLTIMA It: Tp AU-°wnBl:E grRtss c°.+virR51oN ll0 1 130 :. :K MILLER CONSULTING ENGINEERS 9570 SW Barbur Blvd Suite One Hundred Portland, OR 97 219 -5 412 (503)246 -1250 Fax: 246 -1395 Project Name Structural Analysis for Paint Shelving Project # Location 16650 W ValleyHwy,Tukwila, WA98188 Client Sherwin Williams By MG Ck'd7 ? ' Date 12/20/06 Page II of 23 06126Q J, Af t; ,t-cenizArr /nl , ta- Its 50,3de / v �{ - 144: % 7 • 99 12- zi OKkY .6 et" SY (3) ,A" 56 2 -VC5 /qK1,+= /097P&11' t7 = /a974 - /5, G ksi i oMY 6 Of Hg� / AxMt. / Alt. ttil 4 2,415 L4) n s" r#n LV 3' : Pe14-0.x 590 ( ..ls/a14 ©/2 cs ) (3) 3L " S vc • P. = /000 Cera:"S /o,J 07- unapie.,ESsiet .1) L a r -f,5 -f-e l Or 3/8 ii. r 0l3 /e/ / - 7o 7 C =//6,7 �+ /Z 7/'1-129000 / ksl 1 /1 7 krl'4 C 1 -Y O, 2 / L " / x 044: GNr4N7-. L BR,4G2 Is rl•Daglitt•ir MILLER CONSULTING ENGINEERS 9570 SW Barbur Blvd Suite One Hundred Portland, OR 97219 -5412 (503)246 -1250 Fax: 246 -1395 Project Name Structural Analysis for Paint Shelving Location 16650 W Valley Hwy,Tukwila, WA 98188 Client Sherwin Williams By JMC Ck'd 7 j ate Project # 12/20/06 Page It- of 23 061269 At Ax r*?amfl La7a -D lit Gdi. 0 ith P -,_ 21$3 —7°_ 2-4 49'5 p' 3.2- k.s �ix3x 1`fyf4. Go ("v /vim 14 N attfrt-6 E T _ • 23 9 OA /44e) 234 5 /s �7 4 7 7. 1 /G ATP-lain/TO 1.7 33(/24Y S Ag..-06rDP;art).e.rr /r1 5 0 t ) It i4 X 2: E ,c(,BED Mat Kaa - P. .4 4 :T ,= z45'X 4 /3 = 3s3 rp.,7 2414( v V�ED. I�ofr VA / /o,., `45 1L K 4= 5 5 # D.7 ' 579 SPA61140 /97 ) 2,..x $7 , 3 O _-5. PlzoV! (7) i t fY x?i 6x9, ,QNa,Ho S -f}7's- -><k. Got, rc/t ' (r 1 17r &c-?3 �� T� C 7). '3 j7 o 6 1 y 6 = ,_5' t L ' \ �} V q .L39.. �� . .� � 3 . .. • 012:rs - 'c • � .� : � � '�' � g' "Ecrrfc I t So 01e MILLER CONSULTING ENGINEERS 9570 SW Barbur Blvd Suite One Hundred Portland, OR 97219 -5412 (503)246 -1250 Fax: 246 -1395 Project Name Structural Analysis for Paint Shelving Project # Location 16650 W Valley Hwy,Tukwila, WA 98188 Client Sherwin Williams By ,D ; Ck'd 7? ate 12/20/06 Page I - 7 7 of 73 06 1269 Miller Consulting Engineers, Inc. 9570 SW Barbur Blvd. Suite 100 Portland, Oregon 503.246.1250 Sherwin Williams Vancouver now= W17201371CaculadcalShelvIDOW TAD 1Shelves tag Dkevm \IO TALL LONG DILTEL Description: 10' Rack, 3 Shelves, Long Direction Engineer: ARL D -9 b 14/ 23 S -FRAME Professional Version 6.20 ® Copyright 1995 -2003, Softek Services Ltd. Miller Consulting Engineers, Inc. 9570 SW Barbur Blvd. Suite 100 Portland, Oregon 503.246.1250 Sherwin Williams Vancouver nee= Wo2OlSU'C.lS,a®ASeeMneta' no] Ste/ vet loalre bull' TALL LONG OIR.TEL Description: 10' Rack, 3 Shelves, Long Direction Engineer: ARL Linear Static Analysis Joint Displacements For Load Combinations 1 1 0.0000 0.0000 -0.0063 2 1 0.2044 -0.0003 -0.0036 3 1 0.3117 -0.0006 - 0.0018 4 1 0.3661 - 0.0008 -0.0018 5 -0.0069 6 - 0.0024 7 -0.0013 8 0.0003 0.0000 0.0000 0.2044 - 0.0006 0.3116 - 0.0010 0.3656 - 0.0012 Linear Static Analysis Support Reactions For Load Combinations 1 1 - 0.1452 0.6906 0.0000 5 1 - 0.2448 1.3187 0.0000 Linear Static Analysis Base Shears For Load Combinations 1 -0.3900 2.0093 C1/4g iLI S•ee. w1.o Linear Static Analysis Member Forces For Load Combinations 1 1 0.0000 -0.6906 0.1452 0.0000 1 3.1250 -0.6906 0.1452 0.4539 2 1 0.0000 -0.5334 0.0010 0.1446 1 3.2500 -0.5334 0.0010 0.1480 3 1 0.0000 -0.2911 -0.1207 0.2028 1 3.2500 -0.2911 - 0.1207 -0.1897 4 1 0.0000 - 1.3187 0.2448 0.0000 1 3.1250 - 1.3187 0.2448 0.7649 5 1 0.0000 -0.8062 0.2590 -0.3321 1 3.2500 - 0.8062 0.2590 0.5095 6 1 0.0000 -0.3787 0.2507 -0.2787 1 3.2500 -0.3787 0.2507 0.5362 7 1 0.0000 110142 0.1573 0.3092 1 7.9170 0.0142 -0.5125 -t0970 8 1 0.0000 -0.0082 0.2422 -0.0547 1 7.917D -0.0082 -0.4275 417883 9 1 0.0000 -0 2507 0.2911 -0.1897 .1 7.9170 -0.2507 . -0.3787 . -0.5362 S -FRAME • Professional Versian•620 0 Copyright 1995 -2003, Softek Services Ltd. Miller Consulting Engineers, Inc. 9570 SW Barbur Blvd. Suite 100 Portland, Oregon 503.246.1250 Sherwin Williams Vancouver Fllevoc O2OISMbJWm.l91r1rfnelrf TO Shelva SbutDbadwUIV T/.IJ. SHORT OHLTEL Description: 10' Rack, 3 Shelves, Short Direction Engineer: ARL IV /Z3 S -FRAME Professional Version 6.20 ' 0 Copyright 1995 -2003, Softct Services Ltd. Miller Consulting Engineers, Inc. 9570 SW Harbor Blvd. Suite 100 Portland, Oregon 503.246.1250 Sherwin Williams Vancouver flleo.vcN.^rtNllh'ChaNtim.LLLIM{NO TN 3 Shelves Shan ok1 oNta TALL SHORT Om.m1 Description: 10' Rack, 3 Shelves, Short Direction Engineer: ARL Linear Static Analysis Joint Displacements For Load Combinations 1 1 0.0000 0.0000 -0.0026 2 1 0.0286 0.0001 - 0.0020 3 1 0.0420 -0.0005 0.0003 4 1 0.0511 -0.0014 - 0.0007 5 1 0.0611 -0.0016 -0.0009 6 1 0.0000 • 0.0000 -0.0025 7 1 0.0282 -0.0005 -0.0019 8 1 0.0415 -0.0024 0.0003 9 1 0.0509 -0.0036 - 0.0007 10 1 0.0611 -0.0038 - 0.0009 Linear Static Analysis Support Reactions For Load Combinations 1 1 -0.1965 -0.2388 0.0000 6 1 -0.1935 2.1828 0.0000 Linear Static Analysis Base Shears For Load Combinations 1 -0 .3900 1.9440 Linear Static Analysis Member Forces For Load Combinations 1 1 0.0000 0.2388 0.1965 0.0000 1 1.0000 0.2388 0.1965 0.1965 2 1 0 0000 -0.6452 -0.0355 0.1965 3 4 5 6 7 6 id 1 1 1 1 1 1 1 1 1 1 1 1 1 11 1 1 12 1 4.0000 0.0000 4.0000 0.0000 1.0000 0.0000 1.0000 0.0000 4.0000 0.0000 4.0000 0.0000 1.0000 0.0000 2.0830 0.0000 ' 2:0830 • 0.0000 2.0830 0:0000 4.5099 -0.6452 -0.1005 -0.9720 0.0449 -0.9720 -0.0201 -0.9720 0 0650 -0.9720 0.0650 - 2.1828 0.1935 - 2.1828 0.1935 - - 0.0348 - 2.1828 -0.0998 - 1.2988 0.0449 -1 2988 - 0..0201 - 0.9720 0.0650 - 0.9720 . 0.0650 - 0 2283' 0.0000 - 0.2283 0.0000 -0.3156 0.0000 4-0.3156 0:0000 - 0.0851 0.0000 - 0.0851 0.0000 0.9967 0.0000 0.9967 0.0000 -0.0757 -0.0757 -0.0650 -0.0650 0.0000 0.0000 0.1935 0.1935 -0.0757 -0.0757 -0 0650 -0.0650 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 S -FRAME Professional Version 6.20 • o Copyright 1995-2003, Sofek Services Ltd. Miller Consulting Engineers, Inc. 9570 SW Barbur Blvd. Suite 100 Portland, Oregon 503.246.1250 Sherwin Williams Vancouver rla,w )1M28131ralculadaesiShtMel O T,SS Sbdre Stan tSrsdStr TALL SSOST =TEL Description: 10' Rack, 3 Shelves, Short Direction Engineer: ARL 13 1 1 0.0000 0.3684 4.5099 0.3684 0.0000 0.0000 0.0000 0.0000 .(0/ S- FRAME Professional Version 6.20 0 Copyright 1995 -2003, Softek Services Ltd. ,. ■ ._ — '✓ 12 .r 1 L i i L a, I. - 0.s 1 - p tE L L k.- ,u L. t.- 0, 6 44' . 123lf -- ETUL 9 !, d. Y A Miller Consulting Engineers, Inc. 9570 SW Barber Blvd. Suite 100 Portland, Oregon 503.246.1250 Sherwin Williams Vancouver Fawn= N:WOO !SWAM. doos1MigIviette Tan 1110/a Lang Dirctlen& TALL LONG MRECIIGLRFL Description: 9 Rack, 4 Shelves, Long Direction Engineer: ARL ‘o P. ?ft 4 r `{ -1' rim i3 S- FRAME Professional Version 6.20 . 0 Copyright 1995 -2003, Softek Services Ltd. Miller Consulting Engineers, Inc. 9570 SW Barhur Blvd. Suite 100 Portland, Oregon 503.246.1250 Sherwin Williams Vancouver NmmctonaUW _ Wvu[mlb iimr T/IL tart Dmrm aw. Description 9' Rack, 4 Shelves, Long Direction Engineer: ARL Linear Static Analysis Joint Displacements For Load Combinations 1 1 0.0000 0.0000 -0.0047 2 1 0.1665 3 1 0.1983 4 1 0.2158 5 1 0 2255 6 1 0.0000 7 1 0.1666 8 1 0.1982 9 1 0.2157 10 1 02252 -0.0002 -0.0021 -0.0003 -0 .0011 -0.0004 -0.0004 0.0000 - x.0004 - 0.0006 - 0.0007 -0.0007 -0.0006 -0.0006 - 0.0050 - 0.0017 - 0.0009 - 0.0005 0.0000 Linear Static Analysis Support Reactions For Load Combinations 1 1 -0.1082 0.4230 0.0000 6 1 -0.1338 0.7029 0.0000 Linear Static Analysis Base Shears For Load Combinations 1 -0.2420 1.2160 Linear Static Analysis Member 1 1 0.0000 -0.4230 1 2 1 1 3 1 1 4 1 1 5 1 1 6 1 1 7 1 1 8 1 1 9 1 1 1 0 1 • 11 1 1 12 1 1 3.5830 -0.4230 0.0000 -0.3638 1.7087 4.3838 0.0000 - 0.2610 1.7083 4.2610 0.0000 ' 4.1364 1.7100 -0.1364 0.0000 -0.7929 3.5830 -0.7929 00000 -0.5481 1.7087 4.5481 0.0000 -0.3489 1.7083 - 0.3469 0.0000 -0.1676 1.7100 -0.1676 0.0000 0.1069 8.0420 . 0.1089 0.0000 - 0.0843 8:0420 " 4.0843 0.0000 0.0521 80420 0.0521 0.0000 4.2085 6.0420 - 0.2085 Forces For Load Combinations 0.1082 0.0000 0.1082 0.3877 -0.0592 0.2047 -0.0592 0.1036 -0.0353 0.1028 - 0.0353 0.0425 - 0.1480 0.1311 -0.1460 -0.1219 0.1338 0.0000 0.1338 0.4794 0.2407 -00840 0.2407 0.3273 0.1563 -0.0677 0.1563 ' 0.1994 0.2085 -0.1089 0.2085 0.2476 0.0592 0.1830 - 0.2448 -0.5633 6.1028 0.0008' '=0.2012 -0.3949 0.1247 -0.1793 -0.3083 • 0.1364 ' 41.1219 -0.1676 - -0.2476 -0.0887 : 7 S -FRAME .. Professional Version 620 • O Copyright 1995 -2003, SaftekServices Ltd. Miller Consulting Engineers, Inc. 9570 SW Barbur Blvd. Suite 100 Portland, Oregon 503.246.1250 Sherwin Williams Vancouver new= NA02015rca$ uYden'Sh[MnSW Tall Shave Skin DGalia*S' TALL an0&T DaTFL Description: 9' Rack, 4 Shelves, Short Direction Engineer: ARL b"Iv - o f lti�c 25 S-FRAME Professional Version 6.20 0 Copyright 1995 -2003, SDftekServices Ltd. Miller Consulting Engineers, Inc. 9570 SW Barbur Blvd. Suite 100 Portland, Oregon 503.246.1250 Sherwin Williams Vancouver nemc H.1020l5lbls.sm.skhbwe Tall 4 Shelves ElvtDbeetle A9TA1L EHORTDDLTEL Description: 9' Rack, 4 Shelves, Short Direction Engineer ARL Linear Static Analysis Joint Displacements For Load Combinations 1 1 0.0000 0.0000 -0.0007 5 6 10 11 12 13 14 15 16 0.0168 0.0000 0.0167 0.0041 0.0114 0.0163 0.0038 0.0111 0.0162 -0.0009 0.0000 -0.0020 0.0000 -0.0003 -0.0009 -0.0001 -0.0013 -0.0020 -0.0001 -0.0007 -0.0001 - 0.0006 - 0.0001 -0.0001 -0.0006 -0.0001 -0.0001 Linear Static Analysis Support Reactions For Load Combinations 1 1 - 0.1253 -0.1115 0.0000 6 1 -0.1167 1.3211 0.0000 Linear Static Analysis Base Shears For Load Combinations -0.2420 1.2096 Linear Static Analysis Member Forces For Load Combinations 1 1 0.0000 0.1115 0.1253 0.0000 1 0 5000 0.1115 0.1253 0.0627 2 1 0.0000 -0.4083 -0.0191 0.0627 1 3.8750 -0.4083 -0.0494 -0.0350 3 1 0.0000 -0.6048 0.0381 -0.0350 1 3.8750 -0.6048 -0.0224 -0.01 4 1 0.0000 -0 6048 011302 - -0.0139 ' 1 0.4600 -0.6048 0 0302 0.0000 5 1 0.0000 - 1.3211 0.1167 0.0000 1 0,5000 - 1.3211 0.1167 0.0583 6 1 0.0000 - 1.3211 - 0.0179 0 0583 1 3,8750 - 1.3211 -0.0481 -0.0343 7 1 0.0000 - 0.8013 0.0379 -0.0343 1 3.8750 - 0.8013 ' -0.0226 -0.0139 8 1 0.0000 - 0.6048 0.0302 -0.0139 1 0.4600 -0.6048 0.0302 0.0000 1 0.0000 -0.1345. 0.0000 0.0000 1 2.0800 -0.1345 0:0000 : 0.0000 1 0.0000 -0.1929 0.0000 0.oboo . 1 • ' ' 2.0800 - 0:1929' 0.0000 0.0000' ' 1 . 0.0000 -0.0527 0.0000 0.0000 1 2.0800 -0.0527 0.0000 0.0000 1 0.0000 0.5899 0.0000 0.0000 11 • 4.3980 0.5899' 0.0000 0.0000 • ee zi S -1' PAME Professional-Version 6.20 0 Copyright 1995 -2003, Sottek Services Ltd. Miller Consulting Engineers, Inc. 9570 SW Barbs Blvd. Suite 100 Portland, Oregon 503.246.1250 13 1 1 0.0000 0.2230 4.3980 0.2230 Sherwin Williams Vancouver ?Ilan t:N]lut aojJa8mS6btlrbN' Ta 4 Rothe. aka D4cdmW TALL ENDBt DELTEL Description: 9' Rack, 4 Shelves, Short Direction Engineer: ARL 0.0000 0.0000 0.0000 0.0000 S -FRAME Professional Version 6.20 m Copyright 1995 -2003, SofekServices Ltd. WALL SETUP ISLE SETUP r-e HANDSTACK RACKS 9' -0' YELLOW UPRIGHTS 96' GRAY BEAMS SCALE: 1 /8" = 1' -0" r-r rr WAREHOUSE RACK ELEVATIONS 1 PALLET RACKS 10' -0' GRAY UPRIGHTS 92' YELLOW BEAMS �J MILLER CONSULTING ENGINEERS 9570 SW Barbur Blvd Suite One Hundred Portland, OR 97219-5412 (503)246 -1250 Fax: 246 - 1395 Project Name Structural Analysis for Paint Shelving Location 16650 W Valley Hwy,Tukwila, WA 98188 Client Sherwin Williams By JMG Ck'd) Date 12/20/06 Project # 1161269 Page PI of 2 4'4 "Mli.( )(7, WO �Xf . Aar-44D 4 counttk-1 4 &A s8 Pr-ffry IfSy s vi v x9 AA- ALJ U I' cE54' 4,a 4 • SL Pe IE✓' - r P. o L u M I.I -Art---1e-44-6 A • 4w'ca{c ) t!- R ot_T; 1. V1C4 SMAof - } t-t It fa P Lint t+ 6rE.5 IIq," MIO .) MILLER CONSULTING ENGINEERS 9570 SW Barbur Blvd Sulte One Hundred Portland, OR 97219 -5412 (503)246 -1250 Fax: 246 -1395 Project Name Structural Analysis for Paint Shelving Project # Location 16650 W Valley Hwy,Tukwila, WA 98188 Client Sherwin Williams By ,JMr Ck'd7{ Date 12/20/06 Page p2 of t- n6 12f9 PERMIT COORD COPY �. PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D06 -482 DATE: 12 -28 -06 PROJECT NAME: THE SHERWIN - WILLIAMS CO SITE ADDRESS: 16650 WEST VALLEY HY X Original Plan Submittal Response to Incomplete Letter # w— Response to Correction Letter # Revision # After Permit Issued DEPARTMENTS: Lf ML ��'( B Ilding Ivision Public Works n DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: APPROVALS OR CORRECTIONS: Approved ❑ Notation: REVIEWER'S INITIALS: Documents/routing slip.doc 2 -28-02 6W kW' Fire Prevention Structural Incomplete ❑ Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUESJTHURS ROUT NG: Please Route Structural Review Required REVIEWER'S INITIALS: Approved with Conditions ❑ Permit Coordinator No further Review Required DATE: DATE: Planning Division p DUE DATE: 01-02-07 Not Applicable ❑ • C DUE DATE: 01-30-07 Not Approved (attach comments) ❑ • Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: • License Information License PENNOCC013Q3 Licensee Name PENNON CONSTRUCTION CO INC Licensee Type CONSTRUCTION CONTRACTOR UBI 601994757 Ind. Ins. Account Id Business Type CORPORATION Address 1 1287 WESTLAKE AVE N Address 2 City SEATTLE County KING State WA Zip 98125 Phone 2064180235 Status ACTIVE Specialty 1 GENERAL Specialty 2 UNUSED Effective Date 11/23/1999 Expiration Date 6/3/2008 Suspend Date Separation Date Parent Company Previous License Next License Associated License Business Owner Information Name Role Effective Date Expiration Date MCCULLOUGH, ROBERT P 01/01/1980 DEL VALLE, PETER N 01/01/1980 NORDALE, JAMES B 01/01/1980 MILLER, WILLIAM Y 01/01/1980 05/21/2003 Look Up a Contractor, Electrician or Plumber License Detail Page 1 of 3 Washington State Department of Labor and Industries 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. Bond Information Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date https: // fortress. wa. gov/ lni/ bbip/ printer.aspx7License= PENNOCC013Q3 01/25/2007 x x x x