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HomeMy WebLinkAboutPermit D07-155 - SMOOTH CORPORATION - STORAGE RACKSSMOOTH CORPORATION 17600 WEST VALLEY HY EXPIRED 11 -11.07 D07 -155 Parcel No.: 2523049017 Address: 17600 WEST VALLEY HY TUKW Suite No: CitySif Tukwila Tenant: Name: SMOOTH CORPORATION Address: 17600 WEST VALLEY HY , TUKWILA WA Owner: Name: BROMEL DAVID K Address: 3409 S LAURELHURST DR NE , SEATTLE WA 98105 Phone: Contact Person: Name: ANDY BOISSONNEAU Address: 411 WEST VALLY HY , PACIFIC WA 98047 Phone: 206 409 -4396 Contractor: Name: CEDAR RECYCLING INC Address: 411 W VALLEY HWY S , PACIFIC WA 98047 Phone: (253)804 -0404 Contractor License No: CEDARRI981CM DESCRIPTION OF WORK: INSTALL AND ANCHOR 29 BAYS OF PALLET RACK Value of Construction: Type of Fire Protection: Type of Construction: doc: IBC-10/06 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 DEVELOPMENT PERMIT $0.00 Fees Collected: $231.84 International Building Code Edition: 2003 Occupancy per IBC: * *continued on next page ** Permit Number: D07 -155 Issue Date: 05/15/2007 Permit Expires On: 11/11/2007 Expiration Date: 02/14/2008 D07 -155 Printed: 05-15 -2007 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Water Main Extension: Water Meter: N Signature: Print Name: doc: IBC-10 /06 City o,: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 Number: D07 -155 Issue Date: 05/15/2007 Permit Expires On: 11/11/2007 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 -- 8o /sSO Nom( Private: Public: 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 wort w111 be complied with, whether specified herein or not. The granting of ermit doe o presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or a rfo o ork. I am authorized to sign and obtain this development p Date: s 6 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. D07 -155 Printed: 05-15 -2007 Parcel No.: 2523049017 Address: Suite No: Tenant: doc: Cond -10/06 w 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 17600 WEST VALLEY HY TUKW SMOOTH CORPORATION 1: ** *BUILDING DEPARTMENT CONDITIONS * ** 8: ** *FIRE DEPARTMENT CONDITIONS * ** PERMIT CONDITIONS Permit Number: Status: Applied Date: Issue Date: D07 -155 ISSUED 04/30/2007 05/15/2007 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: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 6: Manufacturers installation instructions shall be available on the job site at the time of inspection. 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. 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. (1FC 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) D07 -155 Printed: 05-15 -2007 '1✓ City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us 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: Sprinklers shall be installed under fixed obstructions over 4 feet (1.2 m) wide such as ducts, decks, open grate flooring, cutting tables, shelves and overhead doors. (NFPA 13- 8.6.5.3.3) 20: All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of the W.S.R.B., Factory Mutual, Industrial Risk Insurers Kemper or any other representative designated and/or recognized by the City of Tukwila, prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance #2050) 21: 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) 22: 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) 23: 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) 24: 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) 25: 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) 26: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. doc: Cond -10/06 007 -155 Printed: 05-15 -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.ci.tukwila.wa.us 27: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. doc: Cond -10/06 * *continued on next page ** D07 -155 Printed: 05-15 -2007 Signature: Print Name: 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 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 pe t does not presume to give authority to violate or cancel the provision of any other work or local laws regulating construction or th pe rmance of work. Date: 5/3 D07 - 155 Printed: 05-15 -2007 r Company Name: 1 Mailing Address: CITY OF TUKWI Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 hnp://www.ci.tukwila.wa.us Company Name: Ras i I T Kti th o. Mailing Address: . 11 :2 14 --- Contact Person: 1'at4 ?; 1 1. KcZ I a E-Mail Address: Mlle Q: Appba6ow&ponss- Applications on 11oe13-2006 - PositAppGcatioe4oc Mind: 4-1006 6h — Building Permit No. R tcc Mechanical Permit No. Plumbing/Gas Permit No. Public Works Permit No. Project No. (For office use orh1 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: 11600 Wak \ ,cak 1 I A y Tenant Name: S nnao'1ln C c r psfe k / Property Owners Name: bav∎ a - % - e +tee Mailing Address:390g L). L.ett.tre1 C31urb;- �� • , King Co Assessor's Tax No.: .2.5a3 o Lf t0 I Suite Number: Floor: k New Tenant: ❑ Yes ❑..No 94' 105 zip 6eCst atY s CONTACT PERSON — who do we contact when your permit is ready to be issued Day Telephone: 62 tog - 439 C P4. u4► c l." ( NO g city state Zip E-Mail Address: Andy ( ) (t4 54y fe t c,k3t y5. rOn-► F a x N u m b e r : (a 80 t{ —270 Name: RM. ?, -NO%3 v\ \ eats Mailing Address: 411 Ue * VGi(ey 1r1- )y GENERAL CONTRACTOR INFORMATION — (Contractor Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg 5)) Company Name: 'The RtA, kat. -s 4J DA/ i Slbrl Mailing Address: Lill Lie- Vet /le J y Contact Person: icin d bo i s S D ii n eel (.4 E-Mail Address: a ray ®ru n. _ uY g . CO r Contractor Registration Number: CE(\ t+I rib 2_ C M Q,d CP.ca / Rec eac,•4 L 19- f roY7 cit State ZiP Day Telephone: CMG 5 ( KO 9 — y39 Fax Number: (Q 53) (OY- 2-70-2- Expiration Date: 2 / / 't /a r ARCHITECT OF RECORD - All plans must be wet stamped by Architect of Record i Contact Person: E-Mail Address: c Day Telephone: Fax Number: State ENGINEER OF RECORD - All plans must be wet stamped by Engineer of Record KPA+ OA g803 ( city Stale 4 Day Telephone: (2.o4) 8'.� 1 - 7303 Fax Number: (..53) 43 (— 7.2 Page 1 of6 BUILDING PERMIT INFORTION — 206- 431 -3670 Valuation of Project (contractor's bid price): $ ( 4100 . 0 0 Scope of Work (please provide detailed information): Existing Building Valuation: $ w — • Will there be new rack storage? PA Yes ❑.. No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft) Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact Handicap: Will there be a change in use? ❑ Yes pik No If "yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: Sprinklers ❑ Automatic Fire Alarm ❑ None ❑ Other (specify) Will them be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes is No If 'yes', attach list ((materials and storage locations on a separate 8 -1/2" x 11" paper including quantities and Material Scfey 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.Mp oa onno-Applitxtions Oa 1101-2006 - Pannit Applicetioadoc Rw ised: 9-2006 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 2n Floor 3 Floor Floors thru Basement Accessory Structures Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck BUILDING PERMIT INFORTION — 206- 431 -3670 Valuation of Project (contractor's bid price): $ ( 4100 . 0 0 Scope of Work (please provide detailed information): Existing Building Valuation: $ w — • Will there be new rack storage? PA Yes ❑.. No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft) Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact Handicap: Will there be a change in use? ❑ Yes pik No If "yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: Sprinklers ❑ Automatic Fire Alarm ❑ None ❑ Other (specify) Will them be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes is No If 'yes', attach list ((materials and storage locations on a separate 8 -1/2" x 11" paper including quantities and Material Scfey 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.Mp oa onno-Applitxtions Oa 1101-2006 - Pannit Applicetioadoc Rw ised: 9-2006 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. Buildings Msihg&tithanit 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 105.32 International Building Code (current edition). Flumbina 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 103.43 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 0 Signature: AUTHq ' �'� : GENT: N A Print Name: pt t Sin i s 5 O h vve-v Mailing Address: C/1 / l Ve t 1al1 fo y Date Application Expires: I Date Application Accepted: Q pr - Applm On tm17.2006 - malt Apptiaboadoc Rayed: 9-2006 bh Date: Day Telephone: ( cC. ') — Y39 Pettic<< t.JA- 4?0Y7 City State ZAP Staff Initials: Page 6 of 6 Parcel No.: 2523049017 Permit Number: D07 -155 Address: 17600 WEST VALLEY HY TUKW Status: PENDING Suite No: Applied Date: 04/30/2007 Applicant: SMOOTH CORPORATION Issue Date: Receipt No.: R07 -00712 Initials: JEM Payment Date: 04/30/2007 04:32 PM User ID: 1165 Balance: $0.00 Payee: CEDAR RECYCLING, INC. TRANSACTION LIST: Type Method Description ACCOUNT ITEM LIST: Description Payment Check 14107 231.84 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 Code Current Pmts 000/322.100 000/345.830 000/386.904 RECEIPT Amount 137.78 89.56 4.50 Total: $231.84 Payment Amount: $231.84 7669 05/01 9716 TOTAL 231.84 doc: Receiot -06 Printed: 04 -30 -2007 Job Me SMoaTjd Co p. — T1.0C LA L3 A By On Date i2/2004 Job No. 070 si Subject 51tt-t Se ttC$WE R.ku.. /413M- y bt s Checked Sheet I of 4- FILE CO tl�rs T7FE ZoDb 1 EZ Sec. MI fl 200.1. R.MVr co0L• fr10 seZA-set ?_at koAbYsts W ttt n A .45i o f V z 0.47 c 1 p as s ite .Cp = ho �.. es = 2,S C z / = ( /3)Crt t 5, 4 5� z• b3 4 F t 7 f. tilt/&) /vim 51 �,c s to Fffx. Str& CO .1,49 2' Rat 40 50itc -o D'l. 41/ o.11 2. 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Go" 10 -02 -2007 ANDY BOISSONNEAU 411 WEST VALLY HY PACIFIC WA 98047 RE: Permit No. D07 -155 17600 WEST VALLEY HY TUKW Dear Pennit Holder: In reviewing our current records the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code and/or the International Mechanical Code, every permit issued by the Building Division under the provisions of this code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 180 days from the date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work is commenced for a period of 180 days. Based on the above, you are hereby advised to: Call the City of Tukwila Inspection Request Line at 206- 431 -2451 to schedule for the next or final inspection. This inspection is intended to determine if substantial work has been accomplished since issuance of the permit or last inspection; or if the project should be considered abandoned. If such determination is made, the Building Code does allow the Building Official to approve one or more extensions of time for additional periods not exceeding 90 days each. Extension requests must be In writing and provide satisfactory reasons why circumstances beyond the applicants control have prevented action from being taken. In the event you do not call for the above inspection and receive an extension prior to 11/11/2007 , your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, xc: fer Marshall, t Technician Permit File No. D07 -155 Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director h ?/ln .Cnuthrontor RnnlovarM Nnito *111n • Tukwila Wa.chinatnn OR1RR • Phnno• 21115- 4. 71- . 1t570 • Fay. 2nh- 4. ?1- .7/CMS ACTIVITY NUMBER: D07 -155 DATE: 04 -30 -07 PROJECT NAME: SMOOTH CORPORATION SITE ADDRESS: 17600 WEST VALLEY HY X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Issued DEPARTMENTS: Bui di 9g Division Public Works Complete Comments: Documents/routing slip.doc 2 -28 -02 PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ill /0G 51 -0 9 1 Fire Prevention xi Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete ❑ TUES/THURS ROU ING: Please Route Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions Notation: REVIEWER'S INITIALS: ❑ Permit Coordinate! ❑ DATE: DATE: Planning Division DUE DATE: 05-01-07 Not Applicable n Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: No further Review Required n DUE DATE: 05-29-07 Not Approved (attach comments) n Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: License Information License CEDARRI981 CM Licensee Name CEDAR RECYCLING INC Licensee Type CONSTRUCTION CONTRACTOR UBI 602084893 Ind. Ins. Account Id 84939604 Business Type CORPORATION Address 1 411 W VALLEY HWY S Address 2 City PACIFIC County KING State WA Zip 98047 Phone 2538040404 Status ACTIVE Specialty 1 GENERAL Specialty 2 UNUSED Effective Date 2/14 /2002 Expiration Date 2/14 /2008 Suspend Date Separation Date Parent Company Previous License Next License Associated License Bond Information Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date #1 RLI INSURANCE COMPANY SRS1002727 02/13/2002 Until Cancelled $12,000.00 02/14/2002 Business Owner Information Name Role Effective Date Expiration Date ECK, JERALD D PRESIDENT 02/14/2002 Look Up a Contractor, Electri,r' - n or Plumber License Detail Page 1 of 2 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. https: // fortress .wa.gov /lni/bbip /printer.aspx ?License= CEDARRI981 CM 05/15/2007 3. lirriNt-r_ ,:ecW11:eriltErrS larrulte_25 IrArreA6er • _ r7r441? Acc.esS IS gEcallr • TAL1% fET ri1X 51 Altglet tg4.17 VittiEg _sfalitsr?4, • -Ri_e_ - 1.14 4r.*4447r A ,..rrer‘N, ir4PAILZWIN, SC 4. .17.1c,, 7-1--ve-afeeNi • tiP V - WEIN • Ieltr r , i7;11 kW N4.14 4 r - A,Z2114ILC7 6De • 'F'9 --- R:2 141 ..," 7,4E - cr . fricAt- , off4 14.ka•IP antee Uri r - AI:IE.-I • 7 734V11111111VIze0461111P 0 0.! 1-1-1c4tr ATM • • - 0,114,R ze.Airrioi N - A i6=6.0a_ REVIEWED FOR CODE COMPLIANCE APPROVED MAY - 4 2001 ellf2 -. .it04. 7 .EIMe1H1 S f-141..);,laS_ 1 120112::•)!StAtee- sOiFitc. r:A. MASK: • WAiX.g. -&F 0.11M e :Fla, e., 14? 'ves.v.isc eIC AT Kt.M.491Srq., frwNrr• . 1 1 tT. - el ku WISI o# f.?„ 410.44 176. .00 4:440T. .4 • • • '01004 - ..•fr40:.7.. • :741#0 140: I 04 444*.ty t;--1*A7.2144 'L*P-1 •14k.4 :AO ..hkiAgh4E1P. .. seping. utIVV2116 yo...4011t. *Oft* try, . air of .0tp4Jreg Plan review c7proval is subject to SWOTS and omIssionL Approval cir c:: documents . does not authorial the vlolaticn 7 etned code or ordinance. Receipt Of apprcyzJ : • condltiore is admovle:kje* P4,4 • - Pfg <ire erKligei9 01g4z m?g si d 4 sintoit.Stfl? reemie 171511Ze. 14e - srre 10:111,7026 • TAM -.Z7ZW25:5: 1, i?oizat vawt: . 1 . F .1 Trtr) 1 +4 7 t. SgeaNift M• _CAIXSWErz7k2I1 • - 44 77 • , _ . aPelc Man= No changes shall be made to the scope C 7 without prior approvz CY Tukwila Guild'mg NOTE: Revisions will require a nevi 1;::n and may include additional plan review fees. SUE • 11-FE c.),11Th szetac ca Pc>fe,.1 r2..F.:___.6r2szEghtlyte_KT t� 7 N searw Noem. ___ eir tt-1 1,-7144-. 1.44kAr. er ?tx. <4aizao. :Lte• .4:1714N.,. 1,144-HT 4 e--/k to.,1A1 4112 telNf c•-4N■i1 if.S0 la) 1"H: 41405 144Stiihreg_Tc&I—IS _.1,4,14umks-t-t _f7c,LE0 egecirvw KINte.f: 6(65f1 -.t-AA-fggg2 .=r7=regeTopmo---/s4q12 fre OF TUKWILA 'APR 30 2007 • • "474t.,91., gaff ' . . 0 b 'y O CWT N CJi c.n , 16' DRAWINGS PREPARED FOR SMOOTH CORP. 17600 WEST VALLEY HWY TUKWILA, WA, 98188 Rack Layout { DATE 31' -6" 25' APPROVED BY 25' 24' -6" 1 29' 128' 24' -6" 31' N 00 -� 4 1 r I) C eci 23' 40" X 144' 18' to 16' -9" f C 24" X 96'1 C 24" X 969 �C 28" X 96fC 28" X 961 C 28"X96' C 28" X 96' 19' -4" I 11 C" NIA rn "THE RUSTY RACK GUYS" 411 \t5 T" VALL Y HIGHWAY 50U1'N PACIFIC, WA 98041 1 293- 804 -040 } FAX: 253-80 Pacific Rim Handling Systems 7440 5. 228th 5t. Kent, WA 98032 PH: 253-395-1526 FAX 253-395-152 7 Divisions of Cedar Recycling Inc. CONTRACTOR'S LICENSE # CEDARRI981CM \ Hancnin g !' � S yeten THIS DRAWING AND DESIGNS THEREON SHALL NOT BE DUPLICATED, USED OR DISCLOSED TO OTHERS FOR PROCUREMENT OR OTHER PURPOSES, EXCEPT AS OTHERWISE AUTHORIZED BY CONTRACT, WITHOUT EXPRESS WRITTEN CONSENT OF CEDAR RECYCLING, INC. ALL REPRODUCTIONS SHALL BEAR THIS NOTICE. REVISION NO. 1 2 3 4 5 6 DATE DESCRIPTION BY I2 1 • t t I"V I 1S rnni t5 E t E E L 1S rnni yV F I L C 1 RACK TYPE A RACK ELEVATIONS J 0 r BRACKET ASSY. AS NOTED II BRACKET ASSY. 8' OR 9' BEAM SECTION 14 GA THK. ASTM A570 GR50 5" BEAM RACK TYPES A, B, AND E '0 0 0 BEAM SECTION 14 GA THK. ASTM A570 GR50 LBF354 RACK TYPES C AND D RACK TYPE D 6 " ��l ii ll RACK TYPE B 2" TYP. AS NOTED 1/4" REF. LM20 2" TYP. AS NOTED 1/4" REF. 14GA ASTM A570 GR50 RACK TYPES A, B, D, & E .375 R OoCIDo co -I 3" 0 0 0 0 0 0 LM15 E I 'so 00 1/8" 14GA ASTM A570 GR50 RACK TYPE C 'Co 14 GA THK. 7}'i /8 L 1 10' R1 /8" TYP. R1/8" TYP. 3/8" THK 3/8" THK. RACK TYPE E 1-1/2" FLOOR ANCHOR DETAIL SEE NOTES FOR SPECS 5/8" DIA. 2 1/2" 4 HOLES 1" TYP 3/16 " / 1/2" `3/16 "V 2 3/4" °P.- IF 1 5" 8" 3/16" I 1 1/2" BASE PLATE DETAIL RACK TYPES A, B, D, AND E 1" - - I--2 1/2" - 3/16" 5"- 3/8" THK. BASE PLATE DETAIL RACK TYPE C r 1 -2' or 2' -4" RACK TYPE C UPRIGHT COLUMN MIN. 1" (TYP.) 1 1/2" .075 THK 1/4" COLUMN STRUT RACK TYPES A, B, C, D, AND E 1 RACK TYPES A, B, D, AND E 6" DIAGONAL BRACE (TYP.) 1/8" HORIZINTAL BRACE (TYP.) BRACING CONNECTION DETAIL STRUCTURAL NOTES: 1. RACKS ARE MANUFACTURED BY LODI METAL TECH (LMT) OF LODI, CA OR EQUAL. 2. MINIMUM YIELD (Fy) AND ULTIMATE (Fu) STEEL STRENGTHS SHALL BE AS FOLLOWS: A) BEAMS AND COLUMNS Fy =50ksi FU= 65ksi. B) BRACING STRUTS Fy =45ksi Fu= 60ksi. C) BASE PLATES FY =36ksi Fu= 58ksi. 3. MAXIMUM RACK LOAD PER LEVEL PER PAIR OF BEAMS SHALL BE: A) RACK TYPE A,B, AND E : 3,000 LBS B) RACK TYPE C : 1,500 LBS C) RACK TYPE D : 2,000 LBS 4. CONCRETE SLAB IS GIVEN AS 5" THICK WITH fc'= 2500psi. 5. ALLOWABLE SOIL BEARING PRESSURE IS GIVEN AS 1000psf FOR GRAVITY LOADS. 6. TIE -DOWN ANCHORS SHALL BE SIMPSON WEDGE ALL ANCHORS OR EQUIV. USE: A) RACK TYPES A,B,D, AND E : 2 - 1/2 "0 X 4 1/4" ANCHORS WITH A 3" EMBEDMENT PER BASE PLATE. B) RACK TYPE C : 1 - 1/2 "O X 4 1/4" ANCHOR WITH A 3" EMBEDMENT PER BASE PLATE SPECIAL INSPECTION IS NOT REQUIRED. 7. POST LOAD SIGNS NOT LESS THAN 50 SQUARE INCHES IN AREA DEPICTING THE DESIGN CAPACITY AT CONSPICUOUS LOCATIONS. 8. IF ANY DISCREPANCY OCCURS, CONTACT THE ENGINEER FOR CLARIFICATION. 9. ANALYSIS & DESIGN OF RACK CONFORMS TO THE 2003 IBC SECTION 2208, THE 2002 RMI CODE AND SEC 9.14.6.3 OF SEI /ASCE 7 -02 USING THE ASD METHOD: V = 0.67 Cs Ip Ws WHERE Ip = 1.0 Cs =2.5 Ca /R Ca = 0.3557 FOR ADDRESS GIVEN R = 4.0 BRACED DIR. R = 6.0 UNBRACED DIR. FIRE PROTECTION NOTES: 1. SPRINKLER DENSITY IS .39 GPM OVER 5600 SQ FT. 2. SPRINKLER HEAD TEMPERATURE IS SET AT 165 °F. 3. TYPE OF PRODUCT: CLASS III COMMODITY, WOOD FLOORING, ON PALLETS, NON - ENCAPSULATED 4. TOP OF STORED PRODUCT NOT TO EXCEED 16'. 5. APPROXIMATE CEILING HEIGHT 24'. EXITING NOTES: 1. EXTERIOR DOORS ARE 3' SWING TYPE WITH LOCKING KNOB WHICH REQUIRES NO SPECIAL KNOWLEDGE OR EFFORT TO OPEN. 2. ALL EXITS AND EXIT ACCESS DOORS SHALL BE MARKED PER IBC 2003, SECTION 1011. RACK DETAIL UPRIGHT COLUMN MIN. 1" (TYP.) RACK TYPE C DIAGONAL if BRACE (TYP.) - 1 5/8" 1/8" BRACING CONNECTION DETAIL HORIZINTAL BRACE c n n EXPI CO RE WEVVED FOR APPRO MAY -4 2007 CitY NOV 1 1 Z007 MEWED CITY OF T1JKW1LA APR 3 0 2007 r h4y;,(1 CENTEh 7- SCALE: NONE DRAWN BY: PJS SHEET NO. 2 DATE: 12/13/06 DRAWING NO: CHECKED BY: 00 W CO OF 2 SHEETS DRAWINGS PREPARED FOR I L C 1 RACK TYPE A RACK ELEVATIONS J 0 r BRACKET ASSY. AS NOTED II BRACKET ASSY. 8' OR 9' BEAM SECTION 14 GA THK. ASTM A570 GR50 5" BEAM RACK TYPES A, B, AND E '0 0 0 BEAM SECTION 14 GA THK. ASTM A570 GR50 LBF354 RACK TYPES C AND D RACK TYPE D 6 " ��l ii ll RACK TYPE B 2" TYP. AS NOTED 1/4" REF. LM20 2" TYP. AS NOTED 1/4" REF. 14GA ASTM A570 GR50 RACK TYPES A, B, D, & E .375 R OoCIDo co -I 3" 0 0 0 0 0 0 LM15 E I 'so 00 1/8" 14GA ASTM A570 GR50 RACK TYPE C 'Co 14 GA THK. 7}'i /8 L 1 10' R1 /8" TYP. R1/8" TYP. 3/8" THK 3/8" THK. RACK TYPE E 1-1/2" FLOOR ANCHOR DETAIL SEE NOTES FOR SPECS 5/8" DIA. 2 1/2" 4 HOLES 1" TYP 3/16 " / 1/2" `3/16 "V 2 3/4" °P.- IF 1 5" 8" 3/16" I 1 1/2" BASE PLATE DETAIL RACK TYPES A, B, D, AND E 1" - - I--2 1/2" - 3/16" 5"- 3/8" THK. BASE PLATE DETAIL RACK TYPE C r 1 -2' or 2' -4" RACK TYPE C UPRIGHT COLUMN MIN. 1" (TYP.) 1 1/2" .075 THK 1/4" COLUMN STRUT RACK TYPES A, B, C, D, AND E 1 RACK TYPES A, B, D, AND E 6" DIAGONAL BRACE (TYP.) 1/8" HORIZINTAL BRACE (TYP.) BRACING CONNECTION DETAIL STRUCTURAL NOTES: 1. RACKS ARE MANUFACTURED BY LODI METAL TECH (LMT) OF LODI, CA OR EQUAL. 2. MINIMUM YIELD (Fy) AND ULTIMATE (Fu) STEEL STRENGTHS SHALL BE AS FOLLOWS: A) BEAMS AND COLUMNS Fy =50ksi FU= 65ksi. B) BRACING STRUTS Fy =45ksi Fu= 60ksi. C) BASE PLATES FY =36ksi Fu= 58ksi. 3. MAXIMUM RACK LOAD PER LEVEL PER PAIR OF BEAMS SHALL BE: A) RACK TYPE A,B, AND E : 3,000 LBS B) RACK TYPE C : 1,500 LBS C) RACK TYPE D : 2,000 LBS 4. CONCRETE SLAB IS GIVEN AS 5" THICK WITH fc'= 2500psi. 5. ALLOWABLE SOIL BEARING PRESSURE IS GIVEN AS 1000psf FOR GRAVITY LOADS. 6. TIE -DOWN ANCHORS SHALL BE SIMPSON WEDGE ALL ANCHORS OR EQUIV. USE: A) RACK TYPES A,B,D, AND E : 2 - 1/2 "0 X 4 1/4" ANCHORS WITH A 3" EMBEDMENT PER BASE PLATE. B) RACK TYPE C : 1 - 1/2 "O X 4 1/4" ANCHOR WITH A 3" EMBEDMENT PER BASE PLATE SPECIAL INSPECTION IS NOT REQUIRED. 7. POST LOAD SIGNS NOT LESS THAN 50 SQUARE INCHES IN AREA DEPICTING THE DESIGN CAPACITY AT CONSPICUOUS LOCATIONS. 8. IF ANY DISCREPANCY OCCURS, CONTACT THE ENGINEER FOR CLARIFICATION. 9. ANALYSIS & DESIGN OF RACK CONFORMS TO THE 2003 IBC SECTION 2208, THE 2002 RMI CODE AND SEC 9.14.6.3 OF SEI /ASCE 7 -02 USING THE ASD METHOD: V = 0.67 Cs Ip Ws WHERE Ip = 1.0 Cs =2.5 Ca /R Ca = 0.3557 FOR ADDRESS GIVEN R = 4.0 BRACED DIR. R = 6.0 UNBRACED DIR. FIRE PROTECTION NOTES: 1. SPRINKLER DENSITY IS .39 GPM OVER 5600 SQ FT. 2. SPRINKLER HEAD TEMPERATURE IS SET AT 165 °F. 3. TYPE OF PRODUCT: CLASS III COMMODITY, WOOD FLOORING, ON PALLETS, NON - ENCAPSULATED 4. TOP OF STORED PRODUCT NOT TO EXCEED 16'. 5. APPROXIMATE CEILING HEIGHT 24'. EXITING NOTES: 1. EXTERIOR DOORS ARE 3' SWING TYPE WITH LOCKING KNOB WHICH REQUIRES NO SPECIAL KNOWLEDGE OR EFFORT TO OPEN. 2. ALL EXITS AND EXIT ACCESS DOORS SHALL BE MARKED PER IBC 2003, SECTION 1011. RACK DETAIL UPRIGHT COLUMN MIN. 1" (TYP.) RACK TYPE C DIAGONAL if BRACE (TYP.) - 1 5/8" 1/8" BRACING CONNECTION DETAIL HORIZINTAL BRACE c n n EXPI CO RE WEVVED FOR APPRO MAY -4 2007 CitY NOV 1 1 Z007 MEWED CITY OF T1JKW1LA APR 3 0 2007 r h4y;,(1 CENTEh 7- SCALE: NONE DRAWN BY: PJS SHEET NO. 2 DATE: 12/13/06 DRAWING NO: CHECKED BY: 00 W CO OF 2 SHEETS DRAWINGS PREPARED FOR RACK TYPE A RACK ELEVATIONS J 0 r BRACKET ASSY. AS NOTED II BRACKET ASSY. 8' OR 9' BEAM SECTION 14 GA THK. ASTM A570 GR50 5" BEAM RACK TYPES A, B, AND E '0 0 0 BEAM SECTION 14 GA THK. ASTM A570 GR50 LBF354 RACK TYPES C AND D RACK TYPE D 6 " ��l ii ll RACK TYPE B 2" TYP. AS NOTED 1/4" REF. LM20 2" TYP. AS NOTED 1/4" REF. 14GA ASTM A570 GR50 RACK TYPES A, B, D, & E .375 R OoCIDo co -I 3" 0 0 0 0 0 0 LM15 E I 'so 00 1/8" 14GA ASTM A570 GR50 RACK TYPE C 'Co 14 GA THK. 7}'i /8 L 1 10' R1 /8" TYP. R1/8" TYP. 3/8" THK 3/8" THK. RACK TYPE E 1-1/2" FLOOR ANCHOR DETAIL SEE NOTES FOR SPECS 5/8" DIA. 2 1/2" 4 HOLES 1" TYP 3/16 " / 1/2" `3/16 "V 2 3/4" °P.- IF 1 5" 8" 3/16" I 1 1/2" BASE PLATE DETAIL RACK TYPES A, B, D, AND E 1" - - I--2 1/2" - 3/16" 5"- 3/8" THK. BASE PLATE DETAIL RACK TYPE C r 1 -2' or 2' -4" RACK TYPE C UPRIGHT COLUMN MIN. 1" (TYP.) 1 1/2" .075 THK 1/4" COLUMN STRUT RACK TYPES A, B, C, D, AND E 1 RACK TYPES A, B, D, AND E 6" DIAGONAL BRACE (TYP.) 1/8" HORIZINTAL BRACE (TYP.) BRACING CONNECTION DETAIL STRUCTURAL NOTES: 1. RACKS ARE MANUFACTURED BY LODI METAL TECH (LMT) OF LODI, CA OR EQUAL. 2. MINIMUM YIELD (Fy) AND ULTIMATE (Fu) STEEL STRENGTHS SHALL BE AS FOLLOWS: A) BEAMS AND COLUMNS Fy =50ksi FU= 65ksi. B) BRACING STRUTS Fy =45ksi Fu= 60ksi. C) BASE PLATES FY =36ksi Fu= 58ksi. 3. MAXIMUM RACK LOAD PER LEVEL PER PAIR OF BEAMS SHALL BE: A) RACK TYPE A,B, AND E : 3,000 LBS B) RACK TYPE C : 1,500 LBS C) RACK TYPE D : 2,000 LBS 4. CONCRETE SLAB IS GIVEN AS 5" THICK WITH fc'= 2500psi. 5. ALLOWABLE SOIL BEARING PRESSURE IS GIVEN AS 1000psf FOR GRAVITY LOADS. 6. TIE -DOWN ANCHORS SHALL BE SIMPSON WEDGE ALL ANCHORS OR EQUIV. USE: A) RACK TYPES A,B,D, AND E : 2 - 1/2 "0 X 4 1/4" ANCHORS WITH A 3" EMBEDMENT PER BASE PLATE. B) RACK TYPE C : 1 - 1/2 "O X 4 1/4" ANCHOR WITH A 3" EMBEDMENT PER BASE PLATE SPECIAL INSPECTION IS NOT REQUIRED. 7. POST LOAD SIGNS NOT LESS THAN 50 SQUARE INCHES IN AREA DEPICTING THE DESIGN CAPACITY AT CONSPICUOUS LOCATIONS. 8. IF ANY DISCREPANCY OCCURS, CONTACT THE ENGINEER FOR CLARIFICATION. 9. ANALYSIS & DESIGN OF RACK CONFORMS TO THE 2003 IBC SECTION 2208, THE 2002 RMI CODE AND SEC 9.14.6.3 OF SEI /ASCE 7 -02 USING THE ASD METHOD: V = 0.67 Cs Ip Ws WHERE Ip = 1.0 Cs =2.5 Ca /R Ca = 0.3557 FOR ADDRESS GIVEN R = 4.0 BRACED DIR. R = 6.0 UNBRACED DIR. FIRE PROTECTION NOTES: 1. SPRINKLER DENSITY IS .39 GPM OVER 5600 SQ FT. 2. SPRINKLER HEAD TEMPERATURE IS SET AT 165 °F. 3. TYPE OF PRODUCT: CLASS III COMMODITY, WOOD FLOORING, ON PALLETS, NON - ENCAPSULATED 4. TOP OF STORED PRODUCT NOT TO EXCEED 16'. 5. APPROXIMATE CEILING HEIGHT 24'. EXITING NOTES: 1. EXTERIOR DOORS ARE 3' SWING TYPE WITH LOCKING KNOB WHICH REQUIRES NO SPECIAL KNOWLEDGE OR EFFORT TO OPEN. 2. ALL EXITS AND EXIT ACCESS DOORS SHALL BE MARKED PER IBC 2003, SECTION 1011. RACK DETAIL UPRIGHT COLUMN MIN. 1" (TYP.) RACK TYPE C DIAGONAL if BRACE (TYP.) - 1 5/8" 1/8" BRACING CONNECTION DETAIL HORIZINTAL BRACE c n n EXPI CO RE WEVVED FOR APPRO MAY -4 2007 CitY NOV 1 1 Z007 MEWED CITY OF T1JKW1LA APR 3 0 2007 r h4y;,(1 CENTEh 7- SCALE: NONE DRAWN BY: PJS SHEET NO. 2 DATE: 12/13/06 DRAWING NO: CHECKED BY: 00 W CO OF 2 SHEETS DRAWINGS PREPARED FOR