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HomeMy WebLinkAboutPermit D10-073 - LEAVITT MACHINERY - STORAGE RACKSLEA VITIT MACHINERY 17300 WEST VALLEY HY D10-073 Parcel No.: Address: Suite No: Cityqhf 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: / /www.ci.tukwila.wa.us 2523049021 17300 WEST VALLEY HY TUKW DEVELOPMENT PERMIT Permit Number: Issue Date: Permit Expires On: D10-073 04/26/2010 10/23/2010 Tenant: Name: Address: Owner: Name: Address: Phone: LEAVITT MACHINERY 17300 WEST VALLEY HY , TUKWILA WA REPOHOUSE LLC 5150 VILLAGE PK DR STE 107TH , BELLEVUE WA 98006 Contact Person: Name: LANCE BEVIER Address: 17300 WEST VALLEY HY , TUKWILA WA 98188 Phone: 206 437 -9804 Contractor: Name: CEDAR RECYCLING INC Address: 411 W VALLEY HWY S , PACIFIC WA 98047 Phone: (253)804 -0404 Contractor License No: CEDARRI981CM Expiration Date: 02/18/2012 DESCRIPTION OF WORK: PALLET RACKING FOR THE STORAGE OF ENGINE PARTS AND STEEL COMPONENTS. Value of Construction: $0.00 Type of Fire Protection: SPRINKLERS Type of Construction: Fees Collected: $177.75 International Building Code Edition: 2006 Occupancy per IBC: 0011 * *continued on next page ** doc: IBC -10/06 D10 -073 Printed: 04 -26 -2010 City oPi'ukwila • Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Inspection Request Line: 206- 431 -2451 Web site: http: / /wwwci.tukwila.wa.us Permit Number: D10-073 Issue Date: 04/26/2010 Permit Expires On: 10/23/2010 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: Permit Center Authorized Signature: N Date: ael I hereby certify that I have read and ' ed this permit and know the same to be true and correct. All provisions of law and ordinances , whether specified herein or not. governing this work will be complie The grantin constructio Signature Print Name: • s perms or a perf es not presume to give authority to violate or cancel the provisions of any other state or local laws regulating ce of work. I am authorized to sign and obtain this development ermit. 4 rDate: 2 C-"C) LIB tJ C—c7- cL 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 -073 Printed: 04 -26 -2010 Parcel No.: 2523049021 Address: Suite No: Tenant: • • 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 17300 WEST VALLEY HY TUICW LEAVITT MACHINERY PERMIT CONDITIONS Permit Number: Status: Applied Date: Issue Date: D10-073 ISSUED 03/12/2010 04/26/2010 1: * * *BUMDING DEPARTMENT COND1TiONS * ** 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 mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431- 3670). 4: 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. 5: 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. 6: When special inspection is required, either the owner or the registered design professional in responsible charge, shall employ a special inspection agency and notify the Building Official of the appointment prior to the first building inspection. The special inspector shall furnish inspection reports to the Building Official in a timely manner. 7: 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. 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. 12: ** *FIRE DEPARTMENT CONDITIONS * ** 13: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 14: No point in a building may exceed the maximum exit access travel distance listed in Chapter 10, section 1015, Table doc: Cond -10/06 D10 -073 Printed: 04 -26 -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 1015.1 of the International Fire Code and International Building Code. 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: Aisles leading to required exits shall be provided from all portions of the building and the required width of the aisles shall be unobstructed. (IFC 1013.4) 18: Aisles in sprinidered buildings shall be a minimum of 44 inches (1118 mm) wide. Aisles shall be a minimum of 96 inches (2438 mm) wide in high -piled storage areas exceeding 2,500 square feet (232 m2) in area, that area accessible to the public and designated to contain high- hazard commodities. Aisles shall be a minimum of 96 inches (2438 mm) wide in areas accessible to the public where mechanical stocking methods are used. (IFC 2306.9.1.1) 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: Clearance between ignition sources, such as light fixtures, heaters and flame - producing devices, and combustible materials shall be maintained in an approved manner. (IFC 305.1) 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: Flue spaces shall be provided in accordance with International Fire Code Table 2308.3. Required flue spaces shall be maintained. 27: 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) 28: 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 doc: Cond -10/06 D10 -073 Printed: 04 -26 -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 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) 29: Fire extinguishers shall not be obstructed or obscured from view. In rooms or areas in which visual obstruction cannot be completely avoided, means shall be provided to indicate the locations of the extinguishers. (IFC 906.6) 30: 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) 31: 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) 32: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and #2051) 33: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 34: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. * *continued on next page ** doc: Cond -10/06 D10 -073 Printed: 04 -26 -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 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 construction or the performance of work. Signature: Print Name: f Date: a ) t� ordinances governing or local laws regulating doc: Cond -10!06 010 -073 Printed: 04 -26 -2010 Site Address: flow CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.cltukwilawa.us Building Permit No. Mechanical Permit No. Plumbing /Gas Permit No. Public Works Permit No. Project No. (For office use only) Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. **Please Print** King Co Assessor's Tax No.: /G/-92)4- 11221 )7 OT) 1 14„y Tenant Name: ��cr's- C1/4-11k:.k40,1 Property Owners Name: t_fatt."/ L"sT' Mailing Address: 1 % = )-- �T�?►-L City Suite Number: Floor: New Tenant: ❑ Yes ❑..No State Zip CONTACT PERSON - who do we contact when your permit is ready to be issued Name: - .. r ✓ » Day Telephone c `�^‘-i.. .1 -C19 Mailing Address: i.� 7 1�.2 -7 Y('�i,i.3� \�.�c,�'�j a.� ,k.. h -� q 1 City State Zip E -Mail Address: l /% .`t.. i77, ..r - Fax Number: .2-'-' - C4 vC3 GENERAL CONTRACTOR INFORMATION - (Contractor Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg 5)) k Company Name: 17i V o Mailing Address: L"A 0 OC-S c.. C o C.c Contact Person: c.---1-1e146- City State Zip Day Telephone: 2 16'0 $-t. -- ?D, `-FCC ' E -Mail Address: `.�`` C V..3443-- '- fbC- 4 e . G3' Fax Number: c4i Contractor Registration Number: c... t Ae2-- -1 I G t'-1 Expiration Date: .Z.)0-4 1 ARCHITECT OF RECORD - All plans must be wet stamped by Architect of Record Company Name: - Mailing Address: Contact Person: E -Mail Address: City Day Telephone: Fax Number: State Zip ENGINEER OF RECORD - All plaits must be wet stamped by Engineer of Record Company Name: RA- °V flT6' 4 .-e!...) 61(1...1 L' .0..1 CD Mailing Address: C 2 W C. V tom- ,2 #`4" c�t3 ��' a 2,14- ( � +a" d q 120 City G State Zip Contact Person: c A'�Zt -1 k *C..... 0 1I ■ Day Telephone: cam( • �`-i 0 . -. tea% Cr E -Mail Address: aort -i C Li tl) C) . C_ir- a Fax Number: gY . -4.0 - .. `:‘-3 Page 1 of 6 HR\Applications \Forms - Applications On Line \2009 Applications \1-2009 - Permit Application. doe Revised: 1-2009 bh BUILDING PERMIT INFORM -HON - 206- 431 -3670 Valuation of Project (contractor's bid price): $ Existing Building Valuation: $ Scope of Work (please provide detailed information): e.wJ4:1 Will there be new rack storage? dlte 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: Handicap: Will there be a change in use? ❑ Yes ❑ No If "yes ", explain: FIRE PROTECTION /HAZARDOUS MATERIALS: Sprinklers ❑ Automatic Fire Alarm None ❑ Other (specify) Will there ae 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 quantit s and Material Safety Data Sheets. SC-1 A•1% two '+C7 a �.i 1-1-414 ,,ty, SEPTIC SYSTEM ❑ On -site Septic System – For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:\Applications\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 1 S` Floor 2 "d Floor 3rd Floor Floors 'thru Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area 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: Sprinklers ❑ Automatic Fire Alarm None ❑ Other (specify) Will there ae 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 quantit s and Material Safety Data Sheets. SC-1 A•1% two '+C7 a �.i 1-1-414 ,,ty, SEPTIC SYSTEM ❑ On -site Septic System – For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:\Applications\Forms- Applications On Line \2009 Applications \1-2009 - Permit Application. doc Revised: 1 -2009 bh Page 2 of 6 PLUMBING AND GAS PIPING CONTRACTOR INFORMATION Company Name: Mailing Address: City State Zip Contact Person: Day Telephone: E -Mail Address: Fax Number: Contractor Registration Number: Expiration Date: Valuation of Project (contractor's bid price): $ Scope of Work (please provide detailed information): Building Use (per Int'l Building Code): Occupancy (per Int'I Building Code): Utility Purveyor: Water: Sewer: Indicate type of plumbing fixtures and /or gas piping outlets being installed and the quantity below: Fixture Type: Qty Fixture Type: : Qty 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) Food -waste grinder, commercial Floor Drain Shower, single head trap Lavatory Wash fountain Receptor, indirect waste Sinks Urinals Water Closet Building sewer and each trailer park sewer Rain water system — per drain (inside building) Water heater and/or vent Industrial waste treatment interceptor, including trap and vent, except for kitchen type grease interceptors Each grease trap (connected to not more than 4 fixtures - <750 gallon capacity) Grease interceptor for commercial kitchen ( >750 gallon capacity) Repair or alteration of water piping and /or water treatment equipment Repair or alteration of drainage or vent piping Medical gas piping system serving 1 -5 inlets /outlets for a specific gas Each additional medical gas inlets/outlets greater than 5 Backflow protective device other than atmospheric -type vacuum breakers 2 inch (51 mm) diameter or smaller Backflow protective device other than atmospheric -type vacuum breakers over 2 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: Applications\Forms- Applications On- Line\2009 Applications \I-2009 Permit Application. doc Revised: 1 -2009 bh Page 5of6 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. BUILDIN 1 O t ER 4' U' OrIZED AGENT: Signatu Date: >2A Print N LAN e v'\ CZ, Mailing Addres I -I 3c0 a- 1/ i4 Day Telephonk20� � l 'c-O`-i City State Zip Date Application Accepted: 00r1 t2 I 1.0 Date Application Expires: Pt 112-1 io Staff Initials: -110AJ- H:1Applications \Forms - Applications On Line12009 Applications \1.2009 - Permit Application.doc Revised: ! -2009 bh Page 6 of 6 • City of Tukwila • Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206 - 431 -3665 Web site: http://www.ci.tukwila.wa.us RECEIPT Parcel No.: 2523049021 Permit Number: D10-073 Address: 17300 WEST VALLEY HY TUKW Status: PENDING Suite No: Applied Date: 03/12/2010 Applicant: LEAVITT MACHINERY Issue Date: Receipt No.: R10 -00443 Payment Amount: $177.75 Initials: JEM Payment Date: 03/12/2010 11:27 AM User ID: 1165 Balance: $0.00 Payee: LANCE D BEVIER TRANSACTION LIST: Type Method Descriptio Amount Payment Credit Crd MC - Authorization No. 31984B ACCOUNT ITEM LIST: Description 177.75 Account Code Current Pmts BUILDING - NONRES PLAN CHECK - NONRES STATE BUILDING SURCHARGE 000.322.100 000.345.830 640.237.114 Total: $177.75 105.00 68.25 4.50 PAYMENT REC TT WED doc: Receiot -06 Printed: 03 -12 -2010 INSPECTION NO. e, INSPECTION RECORD Retain a copy with permit PERMTjNO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3 Project:, / f7 ( Type of In ctibn: \ Address: / 73 a 0 64). vq / /day Date Called: Special Instructions: Dale Wanted: .5 .� /S-. -/ J a.m. p.m. Requester: Phone No: Approved per applicable codes. Corrections required prior to approval, COMMENTS: /,s' G45 0r, /ec/ 1/ /4V- iD (217 S(1.Ia, iF5 %Ai 6 ID'/, i, fry®%Et/1C/`�'` "TtE49 Date: 5 -i6- '6 8 0 REINSPECTION FEE 1EQUIRED. Prior o inspection. fee must be rpa d at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. Receipt No.: Date: INSPECTION NO. INSPECTION RECORD Retain a copy with permit -4/0 '6'7 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION Y- 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Project: 4 "..4 J»,t /i lq ,f-hiae",17 Type of Inspection: .n. ,'G ta.ve7 y Z //k /,%v 7 Address: /7300 GAIsT4/4-asy Date Called: Special Instructions: Date Wanted: —2 -/o m` Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: '/r? f14CA j -- 4 /Gr/T, 4/6 _. 470i /i4/ ..e/ �� S4 -Vi £i /I, sCus -- 4/ $'/ , F;v4 //e - /v, 1 / ssT L f k ithro® ,D,-, 9e d r..v'f/ n A..S44,Wee 77; `, 4/6, r1 , -o6- 3S‘- G3' l Date: ,l � V REINSPECTION FEE RE1pUIRED. Prior to inspection, fee must be at 6300 Southcenter Blvd., uite 100. Call to schedule reinspection. Re .' pt No.: Date: 4T?:•T“ -Ae' ovikwsw.v,...vare't?: +4-A4 ..hVn4h ascirx, rx,e9. • ' d:E.O."t.r.z. _. ti •tt�_.iravY+: +�.Mi k.�iY]:aG",.iriYd:��i: "Si - 41114a'r7.tA4'+ .1.- �a.X:4 �ca"�ihs INSPECTION NUMBER INSPECTION RECORD . Retain a copy with permit D 10 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East; Tukwila, Wa. 98188 206 -575 -4407 Project: L. _ J , , ` . 6,4A N,.?N� Type of Inspection: J Ow4 k. Address: 1 -7300 k.. • qw1141 A Suite #: Contact Person: �..,� �� g ie r Special Instructions: Phone No.: Li a S - 9 70 - (3Z3 alApproved per applicable codes. Corrections required prior to approval. COMMENTS: f°''' - Sprinklers: Fire Alarm_ : i' S /. 5" . 2dit- a C.c QG l,'v... D1t._ u 5, u. c /� /Gl (v �_c ac, 4 a/' work / - _ pfd,„ ,� 11 FtL _ 4p0.4-4 Occupancy Type:____ _ . __ ... -..- _ A 1 s to s Olt_, V -" ,P—X"5 i t • . — eis ✓ -- -- Needs Shift Inspection : f°''' - Sprinklers: Fire Alarm_ : i' S /. 5" . �/ Hood & D uct: - Monitor: c.. A A 1e.,,.., Pre -Fire: Permits: - Occupancy Type:____ _ Inspector: °2_. s-y -_ ,! Date: ch. 40 Hrs.: /. 5" . p$80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from . t e City of Tukwila Finance Department. Call to schedule a reinspection. Word /Inspection Record Forrn.Doc 1/13/06 T.F.D. Form F. P: 113 CASCADE TESTING LABORATORY, INC. TESTING & INSPECTION 12919 N.E. 126TH PLACE KIRKLAND, WASHINGTON 98034 April 14, 2010 Cert No. 1004 - 31/1004 -32 KIRKLAND: (425) 823 -9800 SEATTLE: (206) 525 -6700 FAX: (425) 823 -2203 EVERETT: (425) 259 -0817 REr ■SAY 2010 Cual6Aup.4 I Y DEVELOPMENT City of Tukwila Building Department 6300 Southcenter Boulevard, Suite 100 Tukwila, Washington 98188 Attention: Dave Larson Reference: Leavitt Machinery 17300 W Valley Hwy lilerm t - WIDOW Dear Mr. Larson: This is to advise you that the following inspections were completed per our reports for the above referenced project and permit. Please see the previously sent reports for actual details of the inspections performed. 1. Anchor bolt installation for pallet racks 2. All inspections, only as inspected and reported, conformed to Tukwila Building and Land Development approved plans, specifications, UBC/IBC and related codes and/or verbal or written instructions from the Engineer of Record. Our last report is dated 05 -03 -10 and is number 138196. Respectfully, CASCADE TESTING LABORATORY, INC. Michele J. Guerrini Vice President _�. ■ t. s - CASCADE TESTING LABORATORY, INC. q TESTING & INSPECTION PREVIOUS 1 3 7 2 7 0 12919 N.E. 126TH PLACE REPORT No N0. KIRKLAND, WASHINGTON 98034 (425) 823 -9800 EVERETT s_9-o_alb DATE 5/. CER NO Rea25 FIELD REPORT AY 06 20101 PROJECT 4<E Vk LOCATION .-a300 L.) . V (Mal s i Ky. .._ J Ze a v N ‘_. .,1,4 .1:NAJP1i1Y TO o o �` BLDG. PERMIT NO. �` 2 OWNER ` 7 •.%`.J i \ C., WEATHER TEMP. AM PM L".3 ^ ENGINEER 0 C�, tl■VN /--CIA,■ta � a7 ` 1 ATTN: ARCHITECT CONTRAFT 0 S\C7 -.--,_ a Go (2) INSPECTION PERFORMED _ LATERAL WOOD RESTEEUCONCRETE _ RESTEEL ONLY _ RESTEEUMASONRY _ STR.ST/WELDING EP �� +� STR.ST /BOLTING ` OTHER (3) ITEMS INSPECTED — FOUNDATIONS FOOTINGS _ SLAB _ _ AUGER CAST PILES _ COLUMNS — DRILLED PIERS — WALLS — BEAMS (4) LOCATION (AREAS) c �trv� cL0 ( C y.q\,\•2_\C (5) CONCRETE/MASONRY MIX NO. DESIGN STRENGTH (f'c) SUPPLIER TOTAL CU. YD. PLACED SLUMP (INCHES) SPECIMENS CAST AIR CONTENT %) CYLINDER REPORT NO ( ITEMS INSPECTED WERE IN CONFORMANCE WITH BLDG. DEPT. APPROVED PLANS YES ❑ NO REMARKS 2. ' I -4 gds (A&)(,� 4-p f �O�p yo 9r,e_ o 1 TEST RESULTS APPLY ONLY TO THE ITEMS HEREIN TESTED. THIS REPORT SHALL NOT BE REPRODUCED EXCEPT IN FULL, WITH- OUT THE WRITTEN APPROVAL OF CASCADE TESTING LABORATORY, INC. REVISED 3/09 INSPECTOR(S), NAME(S) PRINTED INSPECTOR SIGNATURE SIGNED BY COPIES TO: v / Sr' . BY + G. OHANIAN DATE 3-1(3-1° SUBJECT •dK DENIC N & EN(INEERI do. 412 WEgli BROADWAY, QUITE #204 4LENDALE, dA. 91204 TEL:(818)240 -3810 FAX:(818)240 -3813 SHEET NO, 1 JOB NO.. RD -14702 STRUCTURAL CALCULATIONS OF STORAGE RACKS FOR: LEAVITT MACHINERY 17300 WEST VALLE HWY S. TUKWILLA, WA. 98155 PER IBC 2006 EDITION SECTION 2208 STORAGE RACKS CAPACITY: 3000 # / LEVEL CALCS. 1 THRU 4 DRAWINGS: RD -14702 FILE COPY P rmft No., REVIEWED FOR CODE COMPLIANCE APP ®QED cnyWitiA MAR 1210 PENN CENTER APR 2 3 2010 City of Tukwila BUILDING rWISInN BY • G. OHANIAN DATE .3 -10 -10 SUBJECT •dK DEOIC N & EN(INEERi d0. 412 WET BROADWAY, QUITE X6204 I LENDALE, dA. 91204 TEL:(818)240 -3810 FAX:(818)240-3813 SHEET NO. 2 JOB NO. RD -14702 96" 1 TYPE "A" BEAM M= 96 "x1.7K =20 "K 8 SR= 33 "K =.62<1.05 384x13 x xE -'24 "< 180 = •53" SIDE VIEW 96" (TYPE "B ") 94" (TYPE "D") 51" TYPES "B" & "D" 3000 #/ LEVEL +25% IMPACT 1700 #1 BEAM I x=2.47 Sx =1.05 F 55 Y= KSI. SEISMIC DESIGN V= 10-52--(1 x W IBC 2006 —SEC. 2208, PER RMI SPECS. WORKING STRESS ASCE 7 -05 (SEC. 15.5.3) SGs =.94 (USGS WEB SITE, "SITE CLASS D ") 1 =1 NO PUBLIC ACCESS R =6 MOM. CONN. R =4 BRACED W= D.L. +3 L.L. LOAD PER COLUMN LONGIT. SEISMIC L.L.= 2 x 2X3 K =2.0 K 3 2 coL. W .20.1 2.0u 2.2 K ✓ — .94x1x2.2 = 24K LONGIT. 6x1.4 < ✓ .94x 1x2.2 = ,37 K TRANS. 4x1.4 16K TYPE "C" N to N SIDE VIEW Conterminous 48 States 2005 ASCE 7 Standard Latitude = 47.448 Longitude = — 122.2428 Spectral Response Accelerations SMs and SM1 SMs = Fa x Ss and SM1 = Fv x S1 Site Class D — Fa = 1.0 ,Fv = 1.521 Period So (sec) (g) 0.2 1.402 (SMs, Site Class D) 1.0 0.729 (SM1, Site Class D) Conterminous 48 States 2005 ASCE 7 Standard Latitude = 47.448 Longitude = — 122.2428 Design Spectral Response Accelerations SDs and SD1 SDs = 2/3 x SMs and SD1 = 2/3 x SM1 Site Class D — Fa = 1.0 ,Fv = 1.521 Period Sa (sec) (g) 0.2 0.935 (SDs, Site Class D) 1.0 0.486 (SD1, Site Class D) .08 K 5 "K 5 "K 7 "K .24 K 7 -K BY • G. OHANIAN DATE 3-10-10 SUBJECT •dK DEOI(N & EN(INEER4 do. 412 WE BROADWAY, QUITE #204 LENDALE, dA. 91204 TEL:(818)240 -3810 FAX:(818)240 -3813 SHEET NO 3 JOB NO. RD -14702 COLUMN ANALYSIS -X n F Y =55 KSI A =.62 Sx =.68 rx =1.2 r =1.1 P= 2x3 K =3.0 K 100% LOAD 2 COL W .2.L 3.01.L 3.2 K COMBINED STRESS RATIO P o +Ma x = +2 = .54 <1.0 BASE PLATE ANCH. TENSION = 7— (3.2x3 ") =0 6" ANCHOR SHEAR = .2 4 = 12 K KI _ 6 L22 _ 60 x KI - -47 Y Max =Sx .Fb =22 "K (2) -1/2 "0 SIMPSON STRONG BOLT WEDGE ANCHORS ESR -1771, SPECIAL INSPECTION IS REQUIRED MOMENT AT BEAM CONNECTION .5x.07x1 x65 =2.3 K BEARING CAPACITY OF COL. HOLE 7/16 "0 RIVET A =.1 Fy =79KSI Va = .1x79x.4 = 3 K Ma = (2.3(x4 ") +(1.2Kx2 ") =12 "K 3 PIN CONN. CONN. 2 ( K -) Fe = =80 2 ry Fn =Fy(1— 4F ) =45KSI Pn =Fn xA= 28 K P_Pn —14K a— 1.92— 3.2 K 7.2 8 "x5 "x3/8" BASE PLATE 6 "K . . By . G. OHANIAN DATE 3-10-10 SUBJECT. dK DEOI(N & EN(INEERi do. 412 WET BROADWAY, QUITE #204 LENDALE, dA. 91204 TEL:(818)240 -3810 FAX:(818)240 -3813 SHEET NO 4 JOB NO.. RD -14702 OVERTURNING MOT = .37 Kx cox 120"x.5x1.15 5 =51"K MR = 2.2 Kx44" = 97 "K NO UPLIFT LOAD TO DIAGONAL P = .37 Kx COL COL 44 = 1 BOTH SIDES TYP TOP LEVEL LOADING (100% LOAD) W '2.L 3LL 3.2 K MOT = .53Kx120 "= 63"K V _ .94x 1x3.2 = .53 K TRANS. 4x1.4 M R =3.2 Kx22 "= 70 "K NO UPLIFT Fy =55 KSI A =.31 rx =.48 Q =.74 L= 58" CHECK WELDS Fa= 0.6 KSI Pa = 3.3 K 1/8" WELD 1" LONG EACH SIDE (2" TOTAL) 2x.125x.707x70x.3 = 3.7 K CHECK SLAB 3200 1000 = 3'2 °' 3.2x144=460 °" 460 =21" M= (14 )2x1000x 2 x12 =844 "# S= 12x62 = 72 6 844 = 12 <1.6 V2500 =80 72 t =.07" 3200# 6" CONCRETE SLAB 2500 PSI. CONC. 1000 PSF. SOIL April 14, 2010 • city I Jim Haggerton, Mayor Department of Comm : ; nity Development Lance Bevier 17300 West Valley Hy Tukwila, WA 98188 RE: Correction Letter #1 Development Permit Application Number D10 -073 Leavitt Machinery —17300 West Valley Hy Jack Pace, Director Dear Mr. Bevier, This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Building Department. At this time the Fire, Planning, and Public Works Departments have no comments. Building Department: Allen Johannessen at 206 - 433 -7163 if you have questions regarding the attached memo. Please address the attached comments in an itemized format with applicable revised plans, specifications, and /or other documentation. The City requires that four (4) sets of revised plans, specifications and /or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at (206) 431 -3670. Sincerely, qm,„1, Bill Rambo Permit Technician end File No. D10 -073 W:\Pern it Center\Correction Letters \2010\D10-073 Correction Letter #1.DOC 6300 Southcenter Boulevard, Suite #100 0 Tukwila, Washington 98188 0 Phone: 206 -431 -3670 0 Fax: 206 - 431 -3665 • Tukwila Building Division Allen Johannessen, Plan Examiner Building Division Review Memo Date: March 26, 2010 Project Name: Leavitt Machinery Permit #: D10 -073 Plan Review: Allen Johannessen, Plans Examiner The Building Division conducted a plan review on the subject permit application. Please address the following comments in an itemized format with revised plans, specifications and /or other applicable documentation. (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size). (If applicable) Structural Drawings and structural calculations sheets shall be original signed wet stamped, not copied.) 1. The revised plan provided shows two rollup doors marked as an exit and with lighted egress. As indicated in the previous letter rollup doors do not qualify for the means of egress. The exit doors shown shall be identified as the egress doors as the means of egress with illuminated exit signs provided at those doors. Exit doors shall exit out to an egress court or public way. Exit doors shall be spaced apart no less than 1 /3`d the diagonal dimension of the building. Show illuminated exit signs at the designated egress doors. 2. Indentify streets, parking or open courtyards to verify all egress components. A site plan would be helpful. 3. Another request was to provide an emergency lighting plan. The emergency egress plan shall show common paths of travel leading to the designated exits. In a sprinkled building, common paths of travel shall not exceed 100 feet to where two separate and distinct paths of egress travel to two exits are available. Common paths of travel shall be measured from the most remote portion of the building. Paths of egress shall be provided with emergency illumination where the illumination level shall not be less than 1 foot candle at the walking surface. Identify on the plan illuminated common paths of travel that meet egress requirements. Exits shall also be provided with emergency illumination outside of the exit door. (IBC 1002, 1006, 1011.1 & 1014.3) 4. The scale on the revised plan did not work with the scale indicated. Apparently this was a reduced size sheet. Please provide sufficient dimensions for all elements on the plan or provide a drawing that can be measured with the scale indicated. Should there be questions concerning the above requirements, contact the Building Division at 206 -431- 3670. No further comments at this time. • City ®f Tu has • Jim Haggerton, Mayor March 16, 2010 Department of Community Development Lance Bevier 17300 West Valley Hwy Tukwila, WA 98188 RE: Incomplete Letter #1 Development Permit Application D10 -073 Leavitt Machinery —17300 West Valley Hy Dear Mr. Bevier, Jack Pace, Director This letter is to inform you that your permit application received at the City of Tukwila Permit Center on March 10, 2010 is determined to be incomplete. Before your application can continue the plan review process the attached /following items from the following department(s) need(s) to be addressed: Building Department: Allen Johannessen at 206 433 -7163 if you have any questions concerning the attached comments. Fire Department: Al Metzler at 206 -575 -4404 if you have any questions concerning the attached comments. 1. No exits are shown on the plans. Please show exits and the delineated egress path Please address the comment above in an itemized format with applicable revised plans, specifications, and /or other documentation. The City requires that four (4) sets of revised plans, specifications and /or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at the Permit Center at (206) 431 -3670. Sincerely, Bill Rambo Permit Technician Enclosures File: D10 -073 W:\Permit Center \Incomplete Letters\20I0\D10 -073 Incomplete Ltr # I .DOC 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 • • Tukwila Building Division Allen Johannessen, Plan Examiner Determination of Completeness Memo Date: March 16, 2010 Project Name: Leavitt Machinery Permit #: D10 -073 Plan Review: Allen Johannessen, Plans Examiner The Building Division has deemed the subject permit application incomplete. To assist the applicant in expediting the Department plan review process, please forward the following comments. (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size). (If applicable) Structural Drawings and structural calculations sheets shall be original signed wet stamped, not copied.) 1. The plan provided only shows roll up doors, some of which are blocked. Roll up doors do not qualify for means of egress doors. Provide a plan that identifies a means of egress showing egress doors. Identify provisions for emergency lighting on the plan. Should there be questions concerning the above requirements, contact the Building Division at 206 -431- 3670. No further comments at this time. � PERMIT C RD COPY. PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D10 -073 DATE: 04/16/10 PROJECT NAME: LEAVITT MACHINERY SITE ADDRESS: 17300 WEST VALLEY HY Original Plan Submittal X Response to Correction Letter # Response to Incomplete Letter # Revision # after Permit Issued DEPART ENTS: Tiling ivision Public Works Fire Prevention Structural Planning Division ❑ Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: Incomplete DUE DATE: 04/20/10 Not Applicable Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS ROUTING: Building Please Route Structural Review Required n No further Review Required n REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved n Approved with Conditions ❑ Not Approved (attach comments) ❑ Notation: REVIEWER'S INITIALS: DUE DATE: 05/18/10 DATE: Permit Center Use Only . CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents/routing slip.doc 2 -28 -02 PE PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D10 -073 DATE: 03 -22 -10 PROJECT NAME: LEAVITT MACHINERY SITE ADDRESS: 17300 WEST VALLEY HY Original Plan Submittal X Response to Incomplete Letter # 1 Response to Correction Letter # Revision # After Permit Issued DEPA THE TS: e %—itriaD uilding Division Public Works ❑ 'Fire Prevention Structural u-0--( D C Planning Division Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete n DUE DATE: 03-23 -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 Structural Review Required ❑ No further Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 04 -20-10 Approved Approved with Conditions n Not Approved (attach comments) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use.Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg Fire ❑ Ping ❑ PW ❑ Staff Initials: \P'1 Documents/routing slip.doc 2 -28 -02 • PER IT COORD COPS PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D10 -073 PROJECT NAME: LEAVITT MACHINERY DATE: 03/10/10 SITE ADDRESS: 17300 WEST VALLEY HY X Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # Revision # after Permit Issued DEPARTMEN S: A /�%�A Iding 'vision Ei1 le Prevertfion Public Works Structural Planning Division ❑ Permit Coordinator ❑ DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete ❑ Comments: Incomplete DUE DATE: 03/16/10 Not Applicable Permit Center Use Only _ l� INCOMPLETE LETTER MAILED: 2)-1 W V LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg Fire Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTING: Building Please Route ❑ REVIEWER'S INITIALS: Structural Review Required ❑ No further Review Required ❑ DATE: APPROVALS OR CORRECTIONS: DUE DATE: 04/13/10 Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) ❑ Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents/routing slip.doc 2 -28 -02 • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. trG Date: April 15, 2010 Plan Check/Permit Number: D 10 -73 ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # 1 ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: Project Address: Contact Person: Leavitt Machinery CITY OF APR 16 2010 Paula CENTER 17300 West Valley Highway Lance Bevier Phone Number: (425) 251 -0600 Summary of Revision: 1. Added illuminated exit signs to drawings 2. Supplied site plan 3. Added Office space to drawings 4. Added : "Max path of Egress" to drawings 5. Changed drawing scale to "dimensions govern". Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: ✓1AV kEntered in Permits Plus on \applications \forms- applications on line\revision submittal Created: 8 -13 -2004 Revised: 1 -2009 • City of Tukwila Steven M Mullet, Mayor 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 Steve Lancaster, Director Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: /2.? 1' W Plan Check/Permit Number: D 10-073 ® Response to Incomplete Letter # 1 ❑ Response to Correction Letter # ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: Leavitt Machinery Project Address: 17300 West Valley Hy Contact Person: 4.4 30 Phone NumberC \ °gaV_ Summary of Revision: A, e1/4-- M.. • 5' Ntr AbevCsitS 20( GE) art Sheet Number(s): MAR 22 20101 "Cloud" or highlight all areas of revision includin: ! ' of 1 Received at the City of Tukwila Permit Center by: Entered in Permits Plus on 3��" 0 • ' CENTER \applications \forms- applications on line\revision submittal Created: 8 -13 -2004 Revised: Contractors or Tradespeople *ter Friendly Page • General /Specialty Contractor A business registered as a construction contractor with L &I to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. Business and Licensing Information Name Cedar Recycling Inc UBI No. 602084893 Phone 2538040404 Status Active Address 411 W Valley Hwy S License No. CEDARRI981CM Suite /Apt. License Type Construction Contractor City Pacific Effective Date 2/14/2002 State Wa Expiration Date 2/18/2012 Zip 98047 Suspend Date County King Specialty 1 General Business Type Corporation Specialty 2 Unused Parent Company Business Owner Information Name Role Effective Date Expiration Date Eck, Jerald D President 02/14/2002 Bond Information Page 1 of 1 Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date 1 RLI INSURANCE COMPANY SRS1002727 02/13/2002 Until Cancelled $12,000.00 02/14/2002 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 5 CAPITOL SPECIALTY INS CORP BR00357658 12/31/2007 12/31/2010 $1,000,000.0012 /30/2009 4 FIRST SPECIALTY INS CORP FCP229005444301 12/31/2006 12/31/2007 $1,000,000.00 10/23/2007 3 FIRST SPECIALTY INS CORP FCP229005444300 10/29/2005 12/31/2006 $1,000,000.00 10/23/2007 2 FIRST SPECIALTY INS CORP FCP229005444300 10/29/2005 10/29/2008 $1,000,000.00 10/17/2007 1 CORNHUSKER CASUALTY COMPANY WBP000762 10/29/2001 Until Cancelled 02/14/2002 Summons /Complaint Information No unsatisfied complaints on file within prior 6 year period https://fortress.wa.gov/lni/bbip/Print.aspx 04/26/2010 SET 5/8" X 24" STEEL ROD W/ 2" ALUMINUM CAP / / / / / / / / / FOUND I MONUMENT 1 IN CASE /1 /1 I I I 10' SLOPE AND DRAINAGE 1 EASEMENT // I PER AF 6428631 / I / / I / I / / 1 i I / / / / / / / / / / 111P 0.1 R= 740.00' L =187.09' / I 1 I l I I M N N 0 �PP�aos 0 2-1 S88 °31'18 "E 52.97' 0 0 r PARCEL A ///� ;%%///�%� j j 1 COMMERCIAL • BUILDING . s?'Ac %% 15.03' --- 15_2 ' 15' UTILITY EASEMENT PER AF 7102010222 , I 1 I 1 1 1 ' I , I � 1 / / / N. / / / / / FOUND MONUMENT IN CASE 40. 00, 1 / / 1 / r / / / / / 15' SLOPE AND SIDEWALK EASEMENT PER AF 8004140500 17' RAILROAD EASEMENT PER AF 7102010222 15' SLOPE AND SIDEWALK EASEMENT PER AF 8004140501 /� 15' UTILITY EASEMENT PER AF 7102010223. / 1 SET 5/8" X 24" STEEL ROD W/ 2" ALUMINUM CAP N89 °07'50 "W -' 0 0 0 PARCEL B 228.13' N61£0.£Z01.ON M ai£O4£Zo LON ' 1 SET SET 5/8" X 24" STEEL ROD W/ 2" ALUMINUM CAP GENERAL NOTES 1. THIS SURVEY IS BASED ON THE FIRST AMERICAN TITLE INSURANCE COMPANY COMMITMENT FOR TITLE INSURANCE, ORDER NO. NCS- 162347 -WA1, DATED MAY 27, 2005 AT 7.30 A.M. 2. INSTRUMENTATION FOR THIS SURVEY WAS A 3- SECOND NIKON NPL 352 TOTAL STATION. PROCEDURES USED IN THIS SURVEY MEET OR EXCEED STANDARDS SET BY WAC 332 - 130-090. 3. THE INFORMATION ON THIS MAP REPRESENTS THE RESULTS OF A SURVEY MADE IN JUNE 2005 AND CAN ONLY BE CONSIDERED AS INDICATING THE GENERAL CONDITIONS EXISTING AT THAT TIME. 4. UTILITIES SHOWN ON THIS SURVEY ARE BASED UPON ABOVE GROUND OBSERVATIONS AND AS -BUILT PLANS WHERE AVAILABLE. ACTUAL LOCATIONS OF UNDERGROUND UTILITIES MAY VARY AND UTILITIES NOT SHOWN ON THIS SURVEY MAY EXIST ON THIS SITE. P a�2 0 ac- � 2 M„£0,£7,OLON SET 5/8 "X24" STEEL ROD W/ 2" ALUMINUM CAP 50.04' 1 LEGAL DESCRIPTION PARCEL A: THAT PORTION OF GOVERNMENT LOT 7, SECTION 25, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M., LYING WEST OF PUGET SOUND ELECTRIC RAILROAD'S FORMER RIGHT OF WAY AND EAST TO SECONDARY STATE HIGHWAY NO. 5-.M (WEST VALLEY HIGHWAY); EXCEPT THE SOUTH 993 FEET; AND EXCEPT THE WESTERLY 10 FEET CONVEYED TO THE CITY OF RENTON BY DEED RECORDED UNDER RECORDING NUMBER 8004140499; SITUATE IN THE CITY OF TUKWILA, COUNTY OF KING, STATE OF WASHINGTON. PARCEL B THE SOUTH 70 FEET, MEASURED AT RIGHT ANGLES, TO THE SOUTH LINE OF THE FOLLOWING DESCRIBED PROPERTY:: THAT PORTION OF GOVERNMENT LOT 7, SECTION 25, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M., LYING WEST OF PUGET SOUND ELECTRIC RAILROAD'S FORMER RIGHT OF WAY AND EAST TO SECONDARY STATE HIGHWAY NO. 5-.M (WEST VALLEY HIGHWAY); EXCEPT THE SOUTH 923 FEET; AND EXCEPT THE WESTERLY 10 FEET CONVEYED TO THE CITY OF RENTON BY DEED RECORDED UNDER RECORDING NUMBER 8004140499; SITUATE IN THE CITY OF TUKWILA, COUNTY OF KING, STATE OF WASHINGTON. EASEMENTS FROM TITLE REPORT BASIS OF BEARINGS ACCEPTED A BEARING OF N23 °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°07'50"W SCHEDULE B ITEMS # 9 & 10 GRANTEE: CITY OF RENTON, A MUNICIPAL CORPORATION OF KING COUNTY, WASHINGTON PURPOSE: PUBLIC UTILITIES (INCLUDING WATER & SEWER) AREA AFFECTED: THE EASTERLY 15 FEET OF THE WESTERLY 25 FEET IN WIDTH, MEASURED PERPENDICULAR TO THE EASTERLY MARGIN OF STATE HIGHWAY SR 181 RECORDED: FEBRAURY 1, 1971 RECORDING NO.: 7102010223 & 7102010223 SCHEDULE B ITEMS # 11 & 12 GRANTEE: JACK A . BENAROYA COMPANY PURPOSE: PUBLIC UTILITIES (INCLUDING WATER) AREA AFFECTED: NORTHWESTERLY PORTION OF PARCEL A MARGIN OF STATE HIGHWAY SR 181 RECORDED: FEBRAURY 2, 1979 RECORDING NO.: 7902020697 & 7902020698 SCHEDULE B ITEMS # 13 & 14 GRANTEE: JTHE CITY OF RENTON PURPOSE: ROADWAY SLOPES AND SIDEWALK AREAS AREA AFFECTED: THE EAST 15 FET OF THE WEST 25 FEET OF A PORTION AO PARCELS A ND B RECORDED: APRIL 14, 1980 RECORDING NO.: 8004140500 & 8001140501 2627.34' --------- - - - - -- -'- -------- - - - - -- S87 °54'10 "E I olw !z L 2648.85' SECTION BREAKDOWN FROM KCAS SW 1/4 -25 -23-04 S' 0 gi 0 REVISIONS No changes shall be made to the scope of work without prior approval of Tukwila Building Division. NOTE: Revisions will require a new plan slubmitt ^I ' and may include additional plan reL'iew fccs. FILE :1PY Permit No. D10e- 073 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 le 'p an,1 conditions is acknowledged: B D� City Of Tukwila BUILDING DIVISION CODECOMP FOR �PPRO!!ED APR 2 3 2010 I/- I City of Tukwila BUILDING DIVISION DIO- 073 CIiY 0fWILA APR 16 2010 PERMIT CENTER E 0 0 E 0 4mo (425) 837 -8083 `. tO N z 0 0 z a <1. a w D U) U 'Q N ict L ! 1 J 2005, GEODATUM, INC., ALL RIGHTS RESERVED JOB NO. 2005 -253 FILE NAME: 2005 - 253 -S1.DG N DESIGN/DRAWN: T.WOLDENDORP ENGINEER/SURVEYOR: T.WOLDENDORP SHEET 0 eo 24' -6" 8" 44" X 96" 16'-9" A 4YM• WILY+ b .ella.�fiY.:4�1YiL�dilKwl:J.XSY >AY/{�wnYwMiP.�3IZ �l X.( 1�2% IL+ YCJ. tiXY4Mati��� .•IM1Y.:h6f15'V.r'✓J:TwLMS Sri! Wl ]t•.:�h.JlYww.'.._��rfhi'J.T•V 75' -6" or- - eNf1Y..<.N:.VI44 ... ;.=,=c rsr. am cc,lot 49' -9" 42 3' -3" 44" X 96" jl N 40 u 36" EXIT DOOR L I aswr A "tr A CO 12' POWER hi 25' 0\ ON N D N 48" EXIT DOOR (aWiel> 1 MEANS OF EGRESS ILLUMINATION IBC 1006.1 Illumination required. The means of egress, including the exit discharge, shall be illuminated at all times the building space served by the means of egress is occupied. IBC 1006.2 Illumination level. The means of egress illumination level shall not be less than 1 foot - candle at the walking level. IBC 1006.3 Illumination emergency power. The power supply for means of egress illumination shall normally be provided by the premises' electrical supply. In the event of power supply failure, an emergency electrical system shall automatically illuminate the following areas: 1. Aisles and unenclosed stairways of rooms that require two or more means of egress. 2. Corridors, exit enclosures and exit passageways.. 3. Exterior egress components... 4. Interior exit discharge elements... 5. Exterior - landings...for -exit discharge doorways.:. - -- -- B N d B o\ N B '.O o\ N B t}' 32' 10' -0" ROLLUP 30' Off 6" 3' ■ O\ N Cr) ) 9' -4" 8' -0" U PE,t.it 11,61, . EXIT WITH LIGHTED EGRES i 36" EXIT DOOR 7' -8" A '.o o■ N 'Zr B cV d' B DC N B C' cV 10' -0" ROLLUP 7' -3" T 24' -6" Cx0 •.r'jA�a V.)) oc) ?Z*• REVIEWED FOR CODE COMPLIANCE APPROVED APR 2 3 2010 City of Tukwila BUILDING DIVISION cltYZ i p j f`er€1.1c *p1 v wR.w4 CORRECTION 17OO1' DESCRIPTION cs eNt M to Co ce w w Qa h A DRAWINGS PREPARED FOR l.� Ltd Li ) CO 0') l..LI C) N') C) DRAWN BY: JAI.. SCALE: DATE. 3/7/2010 DRAWING NO: CHECKED BY SHEET NO. OF t SHEETS clARRIuA APR 1 s zain PERMIT CENTER 00 75' -6" 49' -9" 42' 24' -6" 40' 8' -0" SLIDING DOOR 36" EXIT DOOR 48" EXIT DOOR 47' -6" 3' -3" C 00 11 44" X 96" (V 00 12' POWER :r 25' 16' B N B M 11 EXIT WITH LIGHTED EGRES 9' -4" .. 7' -8" 36" EXIT DOOR 32' 10' -0" ROLLUP 6" 30' , L11 3' 10' -0" ROLLUP L aW 0a N 7' -3" 24' -6" INCOMPLETE \--)10°- REVIEWED FOR CODE COMPLIANCE APPROVED APR 2 3 2010 City of Tukwila BUILDING DIVISION RECEIVED MAR 22 2010 PERMIT CENTER No- 073 w DESCRIPTION rml a M CC) LJ� 0 y �° IZ 1•¢ - ›- w LI ce W W WAWq XU fi qCY U Xkit°LA- JJ O 1_ Q�,c. "- Q ¢_ J C, W1-�W (.3 G1 "-y= =Z (4 7( J E y ¢,, y o Z °Z t.l = ), C)I,,,jC/ CeId 8t3 F -I 022. W Cl '-- CJ Z .-..�C3 Ia CW ..V. F_-0 34C H CJ.) t 2 y J 15 W U H H >-E y I--1=- = I-oa C°)3 CC ►_- cca DRAWINGS PREPARED FOR MACHINERY i- 0 N, U DRAWN BY JAL SCALE: 3/16 " =1' -0" DATE: 3/7/2010 DRAWING NO: CHECKED BY: SHEET NO. 1 OF 2 SHEETS j EXPIRES 12- -26 -11 1 3/4" ` ° 0 0 ° ° I A ° a ` ° :Cif eQr ° e0r °Or o o M a ° ar ° q o r r r o' ' 11 ti 0 ,� 1 `,a °° oa ° 0 ■ ■ ° . ° P a � � a o a g a a °a ° 0 �,� \ I - - - - -�� N r \ \ ❑ � I i I ❑ 1 I I i ❑ , ��� � / s ,h � 4 BOTH SIDES TYP. 1 /8 r 1 " f.7.31 � �� !� -- -��- t =0.07" I -� t3 1 :;: 7T' NP diegt I / 8 r 1 g 0 I O - - - - - 1 1 --t _ - SEC. A —A 1 — In '1 ' d' I I Q _ TYP L I t=.07" I • ,•. ' •; •''' _... _ • . • •, ` 4. . • a Typ 1 /8 ' 1 , k 1 -- - ---i . a' . 0 . . r Ji I a. k . ' " —, ' I k N CD 8" TV (- (2) 3 -1/2 "0 ANCHOR BOLTS PER BASE PLATE 1/4" EMB., (SEE NOTE NO. 4) - -- - -- --J SEC. B —B 7/16 "0 RIVET ASTM A576 -908 t =3/16" BRACING DETAIL Cf' J 3 PIN CONNECTION Cfj DETAIL BASE PLATE J • GENERAL CONFIGURATION • Y { � r pi • . • 96" 44" . NOTES: 1— DESIGN OF STEEL STORAGE AND CALCULATIONS ARE OF THE INTERNATIONAL 2 —STEEL FOR ALL SHAPES 3 —NO FIELD WELDING IN THIS OF THE APPROVED FABRICATOR 4 —ALL ANCHORS SIMPSON SPECIAL INSPECTION IS 5— CONCRETE SLAB 6" THICK 6— STORAGE RACK CAPACITY 7 —RACK INSTALLATIONS SHALL A PERMANENT SIGN OF OF THE RACK (3000 #/ 8— STORAGE RACKS SHALL VERTICAL OF 1/2" IN 10' 9 —THE CLEAR SPACE BELOW BETWEEN THE TOP OF THE RACKS AS SHOWN BY THESE DRAWINGS IN COMPLIANCE WITH THE REQUIREMENTS BUILDING CODE 2006 EDITION, SECTION 2208 FY =55 KSI. ASTM A1011 GR.55 (EXCEPT AS NOTED) PROJECT ALL WELDED CONSTRUCTION IN THE SHOP #777 (E70XX ELECTRODES) STRONG BOLT WEDGE TYPE (ESR -1771) REQUIRED 2500 PSI. SOIL BEARING CAPACITY 1000 PSF 3000 #/ LEVEL DISPLAY IN ONE OR MORE CONSPICUOUS LOCATIONS 50 SQUARE INCHES IN AREA, SHOWING THE CAPACITY LEVEL) BE INSTALLED WITH A MAXIMUM TOLERANCE FROM THE -0" OF HEIGHT SPRINKLERS SHALL BE A MINIMUM OF 18 INCHES STORAGE AND THE CEILING SPRINKLER DEFLECTOR. REVIEWED FOR CODE COMPLIANCE APPROVED MAR 1 2010 ;:;u:'ia BUILDING DIVISION PERMITCENTER 96" (TYPE "B ") 51" 0 :C 44" 94" (TYPE "D ") 0 tit mi- \ © ,_ i o co co �--- � N .4_ 0 o N ; I Its 0 I i�W O I: 'al 0 ill N : ` i l �s co I I �s 0 I I I �— © \ H cv 0 j?A1t RACK DESIGN AND ENGINEERING , SCALE: NONE DRAWN BY: ..43.,u DATE: 3 -10 -10 Ali �� 9966x w�-' �. r or r G`. `'' ' PROJECT: LEAVITT MACHINERY 17300 WEST VALLEY HWY SOUTH, WA. 98155 " " " " » " " » TYPE "A" SIDE VIEW TYPES B &. D TYPE C SIDE VIEW ■ STORAGE RACK DETAILS RD -14702 SHEET N0. 2 OF 2 EXPIRES 12- -26 -11 1 1/2" .075 THK 1 1/4" COLUMN STRUT N 3' -8"" SIDE AS NOTED 6" .375R oo 411 q1,1 000000] 2" TYP. AS NOTED 1-1/4" REF. ❑ ❑ El/ ❑ 0 .531 SQUARE H-1/8" LM2 0 tt 1 0 BEAM SECTION .075 THK. ASTM A570 GR50 14GA THK. 7/8" 3" 14GA ASTM A570 GR50 8' LBC45 5/8" DIA. 1/2" 4 HOLES 3/8" THK.- . 6 "-- ---I1" 8" ` -R1 /8" 3/16'/1 1/2" -3/4" TYP. BASE PLATE DETAIL RACK DETAILS SCALE: 3" = 1' FRONT RACK TYPE A 3'-8" SIDE O r1 3/8" THK 11 4u2" FLOOR ANCHOR DETAIL SEE NOTES FOR SPECS UPRIGHT COLUMN DIAGONAL BRACE (TYP.) MIN. 1" (TYP.) 1/8" HORIZINTAL BRACE (TYP.) BRACING CONNECTION DETAIL 6ecc ;c \ see_. .\_,o, 4. 9 FrGC7 Po( 2 r- S'Fs - z 2c 3 csk s , cc-. e_ -k5 \ -- Co w1 8' k I 1 STRUCTURAL NOTES: 1. RACKS ARE MANUFACTURED BYLODI 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 =36ksi Fu= 58ksi. (c) BASE PLATES FY =36ksi Fu= 58ksi. 3. MAXIMUM RACK LOAD PER LEVEL PER PAIR OF BEAMS SHALL BE 3,000LBS PER PAIR OF BEAMS FOR ALL RACKS. 4. CONCRETE SLAB IS ASSUMED AS 6" THICK WITH fc'= 2,5000psi. 5. ALLOWABLE SOIL BEARING PRESSURE IS ASSUMED AS 1,5000psf FOR GRAVITY LOADS. 6. TIE -DOWN ANCHORS SHALL BE SIMPSON STRONG TIE WEDGE ANCHORS. USE (2) 1/2"0 X 4-1/2" ANCHORS WITH 3-1/2" EMBEDMENT PER BASEPLATE. SPECIAL INSPECTION IS REQUIRED. 7. POST LOAD SIGNS NOT LESS THAN 50 SQUARE INCHES IN AREA SPECIFYING THE DESIGN CAPACITY AT CONSPICUOUS LOCATIONS. 8. IF ANY DISCREPANCY OCCURS, CONTACT THE ENGINEER FOR CLARIFICATION. 9. ANALYSIS AND DESIGN OF RACK CONFORMS TO THE 2006 IBC SEC 2208, THE 2002 RMI CODE, AND SEC. 15.5.3 OF SEI /ASCE 7 -05 USING THE ASD METHOD WHERE: V = 0.67 CS I WS AND Ip= 1.0 (RESTRICTED AREA - NO PUBLIC ALLOWED) SS 1.185 Cs = 2.5 Ca/R AND Ca= 0.3242 FOR THE GIVEN ADDRESS S1= 0.401 R = 4.0 BRACED DIR. - TRANSVERSE (SHORT) DIR. Fa 1.026 R = 6.0 UNBRACED DIR. - LONGITUDINAL (LONG) DIR. FIRE PROTECTION NOTES: 1. SPRINKLER DENSITY IS .395GPM OVER 5,600SQ FT. 2. SPRINKLER HEAD TEMPERATURE IS SET AT 160 °F. 3. TYPE OF STORED PRODUCT IS ENGINE PARTS AND STEEL COMPONENTS, NON - ENCAPSULATED. 4. TOP OF STORED PRODUCT NOT TO EXCEED 14' -0 ". 5. APPROXIMATE CEILING HEIGHT 22' -0 ". EXITING NOTES: 1. EXTERIOR DOORS ARE 3' SWING TYPE WITH LOCKING KNOB WHICH REQUIRES NO SPECIAL KNOWLEDGE OR EFFORT TO OPEN. co*, -r c Xr Ce .c v' ��G`-�G\.1..� ,�„� 2,�5 c � wq, . c)(-17 ZS3- a-04- ©`fc't( L�c CCIDAvIIR 1 981 4' -3" 7' -10" 1 FRONT FRONT FRONT RACK TYPE B RACK TYPE C RACK TYPE D RACK ELEVATIONS SCALE: 1/2" = 1' tee. 211 (4 /l Lt REVIEWED FOR CODE COMPLIANCE APPROVED APR 2 3 2010 City of Tukwila BUILDING DIVISIM City of Tukwila BUILDING DIVISIM CITYRMAILA MAR 12 2010 PERMIT CENTER 04 DESCRIPTION ti cs LO CO m c4 Vl N U W ¢>- y Q ce w mew w NwQ�WQXH Q VE W H L:� h J Q L3J_1moclm c4=z z¢ L.. o¢3Z.. -. >C- W<nv:w °e --' 1- Q' =. -.C)Z Z� --�f- °0�=°-5.VcEiaZ w..md'1 -UO y QL .J O w l- 1- >- Q v, mx =G1 --1-W Ww2 1- 1- Q1- oo()>cg 1- 0 03 N � U • � Nhf 6 N Y ocg ■ciT :174 ✓ 5i • ~• N� g� ziw co DRAWINGS PREPARED FOR DRAWN BY: JAL SCALE: AS SHOWN DATE: 3/7/2010 DRAWING NO: CHECKED BY: SHEET NO. 2 OF 2 SHEETS k r.. 1. 1 FRONT RACK TYPE A 3'-8" SIDE O r1 3/8" THK 11 4u2" FLOOR ANCHOR DETAIL SEE NOTES FOR SPECS UPRIGHT COLUMN DIAGONAL BRACE (TYP.) MIN. 1" (TYP.) 1/8" HORIZINTAL BRACE (TYP.) BRACING CONNECTION DETAIL 6ecc ;c \ see_. .\_,o, 4. 9 FrGC7 Po( 2 r- S'Fs - z 2c 3 csk s , cc-. e_ -k5 \ -- Co w1 8' k I 1 STRUCTURAL NOTES: 1. RACKS ARE MANUFACTURED BYLODI 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 =36ksi Fu= 58ksi. (c) BASE PLATES FY =36ksi Fu= 58ksi. 3. MAXIMUM RACK LOAD PER LEVEL PER PAIR OF BEAMS SHALL BE 3,000LBS PER PAIR OF BEAMS FOR ALL RACKS. 4. CONCRETE SLAB IS ASSUMED AS 6" THICK WITH fc'= 2,5000psi. 5. ALLOWABLE SOIL BEARING PRESSURE IS ASSUMED AS 1,5000psf FOR GRAVITY LOADS. 6. TIE -DOWN ANCHORS SHALL BE SIMPSON STRONG TIE WEDGE ANCHORS. USE (2) 1/2"0 X 4-1/2" ANCHORS WITH 3-1/2" EMBEDMENT PER BASEPLATE. SPECIAL INSPECTION IS REQUIRED. 7. POST LOAD SIGNS NOT LESS THAN 50 SQUARE INCHES IN AREA SPECIFYING THE DESIGN CAPACITY AT CONSPICUOUS LOCATIONS. 8. IF ANY DISCREPANCY OCCURS, CONTACT THE ENGINEER FOR CLARIFICATION. 9. ANALYSIS AND DESIGN OF RACK CONFORMS TO THE 2006 IBC SEC 2208, THE 2002 RMI CODE, AND SEC. 15.5.3 OF SEI /ASCE 7 -05 USING THE ASD METHOD WHERE: V = 0.67 CS I WS AND Ip= 1.0 (RESTRICTED AREA - NO PUBLIC ALLOWED) SS 1.185 Cs = 2.5 Ca/R AND Ca= 0.3242 FOR THE GIVEN ADDRESS S1= 0.401 R = 4.0 BRACED DIR. - TRANSVERSE (SHORT) DIR. Fa 1.026 R = 6.0 UNBRACED DIR. - LONGITUDINAL (LONG) DIR. FIRE PROTECTION NOTES: 1. SPRINKLER DENSITY IS .395GPM OVER 5,600SQ FT. 2. SPRINKLER HEAD TEMPERATURE IS SET AT 160 °F. 3. TYPE OF STORED PRODUCT IS ENGINE PARTS AND STEEL COMPONENTS, NON - ENCAPSULATED. 4. TOP OF STORED PRODUCT NOT TO EXCEED 14' -0 ". 5. APPROXIMATE CEILING HEIGHT 22' -0 ". EXITING NOTES: 1. EXTERIOR DOORS ARE 3' SWING TYPE WITH LOCKING KNOB WHICH REQUIRES NO SPECIAL KNOWLEDGE OR EFFORT TO OPEN. co*, -r c Xr Ce .c v' ��G`-�G\.1..� ,�„� 2,�5 c � wq, . c)(-17 ZS3- a-04- ©`fc't( L�c CCIDAvIIR 1 981 4' -3" 7' -10" 1 FRONT FRONT FRONT RACK TYPE B RACK TYPE C RACK TYPE D RACK ELEVATIONS SCALE: 1/2" = 1' tee. 211 (4 /l Lt REVIEWED FOR CODE COMPLIANCE APPROVED APR 2 3 2010 City of Tukwila BUILDING DIVISIM City of Tukwila BUILDING DIVISIM CITYRMAILA MAR 12 2010 PERMIT CENTER 04 DESCRIPTION ti cs LO CO m c4 Vl N U W ¢>- y Q ce w mew w NwQ�WQXH Q VE W H L:� h J Q L3J_1moclm c4=z z¢ L.. o¢3Z.. -. >C- W<nv:w °e --' 1- Q' =. -.C)Z Z� --�f- °0�=°-5.VcEiaZ w..md'1 -UO y QL .J O w l- 1- >- Q v, mx =G1 --1-W Ww2 1- 1- Q1- oo()>cg 1- 0 03 N � U • � Nhf 6 N Y ocg ■ciT :174 ✓ 5i • ~• N� g� ziw co DRAWINGS PREPARED FOR DRAWN BY: JAL SCALE: AS SHOWN DATE: 3/7/2010 DRAWING NO: CHECKED BY: SHEET NO. 2 OF 2 SHEETS