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HomeMy WebLinkAboutPermit D10-318 - BELFOR USA GROUP - STORAGE RACKSBELFOR USA GROUP 4320 S 131 PL D1O-318 City oPI'ukwila • Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206- 431 -3670 Fax: 206 - 431 -3665 Web site: hto://wwwci.tukwila.wa.us Parcel No.: 7349200095 Address: 4320 S 131 PL TUKW Suite No: Project Name: BELFOR USA GROUP DEVELOPMENT PERMIT Permit Number: D 10 -318 Issue Date: 12/10/2010 Permit Expires On: 06/08/2011 Owner: Name: NORMED SHAW PTN Address: PO BOX 3644 , SEATTLE WA 98124 Contact Person: Name: MATT PREVOST Address: 411 WEST VALLEY S , PACIFIC WA 98047 Contractor: Name: CEDAR RECYCLING INC Address: 411 W VALLEY HWY S , PACIFIC WA 98047 Contractor License No: CEDARRI981CM Phone: 206 697 -1241 Phone: (253)804 -0404 Expiration Date: 02/18/2012 DESCRIPTION OF WORK: INSTALL 19 BAYS OF STORAGE RACKS Value of Construction: $0.00 Fees Collected: $401.49 Type of Fire Protection: SPRINKLERS International Building Code Edition: 2009 Type of Construction: IIIB Occupancy per IBC: 0025 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: Hauling: N Start Time: End Time: Land Altering: Volumes: Cut 0 c.y. Fill 0 c.y. Landscape Irrigation: Moving Oversize Load: Start Time: End Time: Sanitary Side Sewer: Sewer Main Extension: Private: Public: Storm Drainage: Street Use: Profit: N Non - Profit: N Water Main Extension: Private: Public: Water Meter: N doc: IBC -7/10 D10 -318 Printed: 12 -10 -2010 Permit Center Authorized Signature: i Date: 194H0 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 governing this work will be complied whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the perfo ance of work. am authorized to sign and obtain this development permit and agree to the conditions attached to this permit. Signature: Print Name: PALA) Date: 0(t) This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. PERMIT CONDITIONS: 1: ** *BUILDING DEPARTMENT CONDITIONS * ** 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3: All 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: 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 mariner. 6: A final report documenting required special inspections and correction of any discrepancies noted in the inspections shall be submitted to the Building Official. The final inspection report shall be prepared by the approved special inspection agency and shall be submitted to the Building Official prior to and as a condition of final inspection approval. 7: All construction shall be done in conformance with the approved plans and the requirements of the International Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code. 8: Manufacturers installation instructions shall be available on the job site at the time of inspection. 9: 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. 10: ** *FIRE DEPARTMENT CONDITIONS * ** 11: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 12: 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) 13: 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 doc: IBC -7/10 D10 -318 Printed: 12 -10 -2010 at the 15 foot elevation of the column, (c) cell sprinkler density minimums as determinedihe Tukwila Fire Prevention Bureau. (NFPA 13) 14: 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 sprinidered areas of buildings. (IFC 315.2.1) 15: Flue spaces shall be provided in accordance with International Fire Code Table 2308.3. Required flue spaces shall be maintained. 16: 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) 17: 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) 18: 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) 19: 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) 20: 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) 21: 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) 22: 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) 23: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and #2051) 24: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 25: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. doc: IBC -7/10 D10 -318 Printed: 12 -10 -2010 • CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.ci.tukwila.wa.us • Building Permit No. 1D. /o - 3 / 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 ** SITE LOCATION King Co Assessor's Tax No.: Site Address: I+ -.7D1:D Tenant Name: AEA c(:),(1----- U 51A, & no ue. New Tenant: 0 Yes El..No Property Owners Name: ft) 0 dLIA,1/4.€), City Suite Number: I OC) Floor: State Zip CONTACT PERSON - who do we contact when your permit is ready to be issued Name: I ' ' ✓ ' r Y JOS1 Day Tele hone: ?'off- (o q%- � d�� 1 Mailing Address: L4 I l � �� VA-ti-e„4 QV u C C v LAP,- fll -t'"7. City State Zip E -Mail Address: ✓ 1 Lt ® 12,2(.4 j % c4...— rj 1. f S' t`'t. Fax Number: ).-SS - S 0 LI' D') 0 �• GENERAL CONTRACTOR INFORMATION - {Contractor Information for [)�Mechanical (pgg4) for Plumbing and Gas Piping (pg 5)) Company Name: G�-'H-/Prirl--- 1N Mailing Address: -I (I k 6+ b&4) Contact Person: Y' PTA `)» ST E -Mail Address: fit• Ca _ V . m Contractor Registration Number? 0Ora— l S (, CA • F1/4c4 LJ A- o477 City State Zip Day Telephone:. S 3- '&314- O r Fax Number: ,?-5 St 2-0 ft Z v Expiration Date: ' % 1 Z.O '.ARCHITECT OF RECORD - Affihns must be stamped by Architect of Record Company Name: Mailing Address:_ Contact Person: - E-Mail Address: City Day Telephone: Fax Number: State Zia ENGINEER OF RECORD - All plans must be stamped by Engineer of Record Company Name: 1121 A .0 �S■ 9 NJ 0" e i'JG! A 4 ,, 4I J . / �� Mailing Address: ( 1 3-- cA -� - .6`ii/ -ovNio(4 (f 1-;L) C `�4 d c�.G.� State `L C 2 t9l)il-�' Contact Person: 67/5c (40i 0 1 �7J' / Day Telephone: S I ' D-"(0-3010 E -Mail Address: SO 9.44 Cog t Q) ‘14000 • ca M-• Fax Number: s t b - Yt O .• t H: ApplicationaWmms- Applications On Iine\2010 Applicationsl7 -2010 - Pe nit Applieationdoc Revised: 7 -2010 bh Page 1 of 6 BUILDING PERMIT INFORMATION- 206 - 431 -3670 Valuation of Project (contractor's bid price): $ 1 g Existing Building Valuation: $ Scope of Work (please provide detailed information): j. !►/t 1 1 P i 1 . c) {74 „ Will there be new rack storage? ® 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 ❑ No If "yes ", explain: FIRE PROTECTION /HAZARDOUS MATERIALS: Sprinklers ❑ Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes 14,. No If `yes', attach list of materials and storage locations on a separate 8 -1 /2 "x 11 " paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:\Applications \ Forms - Applications On Iine12010 Applications \7-2010 - Permit Applicationdoc Revised: 7 -2010 bh Page 2 of 6 Existing Interior Remodel Addition to Existing Stnucture New Type of Construction per IBC Type of Occupancy per IBC 1 Floor i 1 05 0 l J rd Floor 3`d 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 be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes 14,. No If `yes', attach list of materials and storage locations on a separate 8 -1 /2 "x 11 " paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:\Applications \ Forms - Applications On Iine12010 Applications \7-2010 - Permit Applicationdoc Revised: 7 -2010 bh Page 2 of 6 PERMIT APPLICATION NOTES - Applicable to all permits in this application Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. Building and Mechanical Permit The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). Plumbing Permit The Building Official may grant one extension of time for an additional period not exceeding 180 days. The extension shall be requested in writing and justifiable cause demonstrated. Section 103.4.3 Uniform Plumbing Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER ORORIZED A T: Signature: � Print Name: m )Y O 1 Mailing Address: 4.64- ()AA tAl i- IDate Application Accepted: Date: LUtf Day Telephone::- €O '- d 40 Li e t)4 qd �i City State Zip r/ /1'/i v Date Application Expires: Staff Initials: H:\Applicationaoms- Applications On Line\2010 Applications \7 -2010 - Permit AppGmtion.doc Revised: 7-2010 bh Page6of6 i • �J��1�4 wqs City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us Parcel No.: 7349200095 Address: 4320 S 131 PL TUI{W Suite No: Applicant: BELFOR USA GROUP RECEIPT Permit Number: D10 -318 Status: PENDING Applied Date: 11/24/2010 Issue Date: Receipt No.: R10 -02373 Payment Amount: $156.39 Initials: LAW Payment Date: 11/24/2010 11:40 AM User ID: 1632 Balance: $245.10 Payee: BELFOR USA GROUP INC TRANSACTION LIST: Type Method Descriptio Amount Payment Check 1851 156.39 Authorization No. ACCOUNT ITEM LIST: Description Account Code Current Pmts PLAN CHECK - NONRES 000.345.830 156.39 Total: $156.39 doc: Receiot -06 Printed: 11 -24 -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. tukwi la. wa. us Parcel No.: 7349200095 Address: 4320 S 131 PL TUKW Suite No: Applicant: BELFOR USA GROUP RECEIPT Permit Number: D10-318 Status: APPROVED Applied Date: 11/24/2010 Issue Date: Receipt No.: R10 -02478 Payment Amount: $245.10 Initials: JEM Payment Date: 12/10/2010 02:39 PM User ID: 1165 Balance: $0.00 Payee: CEDAR RECYCLING INC. TRANSACTION LIST: Type Method Descriptio Amount Payment Check 3980 245.10 Authorization No. ACCOUNT ITEM LIST: Description Account Code Current Pmts BUILDING - NONRES STATE BUILDING SURCHARGE 000.322.100 240.60 640.237.114 4.50 Total: $245.10 doc: Receiot -06 Printed: 12 -10 -2010 INSPECTION RECORD n a copy with permit INSP ON NO. 010_318 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451. 9^ Project: 13/AS -6Q ■SA C,Daktp Type of Inspection: 1-- (ILIA! • Address: Li 3Zc 5 1 s I- PL Date Called: Special Inst {b['tion: ..>„."7_ Date Wanted: . {1 ^z 8-io • CO p.m. Requester: 7.: Phone No: ._t' .15 -7 -12-di t Approved per applicable codes. Corrections required prior to approval. • COMMENTS: ?.erii1/4.4A4r-e■D p IDate, -t x .z •- ri REII+iSPE ;,ION FEE REQUIRE' . Prior to nett unns�iection,-fee'anust be. paid at 6300 Southcenter Blvd.. Suite 1.00..Call,to schedule reinspection. • • ,i' iN •••P• J'!••.ir s., -..... , - „r =;+ti: V. tn . t "%% r aC7^'45::; ...Rnr' :t+a a.'R� INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT N. _ • . CITY OF TUKWILA BUILDING DIVISION' 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 =3670 Permit Inspection Request Line (206) 431 -2451 Project: 'c©/1e 2/S4 Type of Inspection: ,C -rivwL - Address: Z .26__ / P Date Called: Sp cial Instructions: . • . Date Wanted: /.2 ' 2 ... f a m p.m. Requester: Phone No: Approved per applicable codes. 'COMMENTS: Corrections required prior to approval. 7 0.) .trt( r c;-,A iJeek H nP� f r Insp tor: M (Date: if —10 REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be f paid at 6300 Southcenter Blvd:. Suite 100. Call to schedule reinspection.' . 1 a, .2. %M.-% dyey „M. -% . .. • . -:+ate . .a mss = —O " =t,. 1',._ .•t=41F..tf.... c�'. Se<%i:.- :as!�lt.4fi.:§3'•_ INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit 'D -1 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa: 98188 _ • 206 -575 -4407 Project :��� N Type o Inspection: AG i �P - Are Alarm: , Wit :w +` •C 41� Address: tramp Suite #: , 0 (7 ,,, /Wt ` ©7 Con- rson: / '17�,� �-7". Special Instructions: Permits: Phone �Noo.: Occupancy Type: [[Approved per applicable codes. FlCorrections required prior to approval. COMMENTS: 4th . t,lc_ ice' 1Z/2.1 !ra va k- 1 (UV i pe/e, ice he.t, . ksi Needs Shift I • action: - nio Sprinklers: N( Are Alarm: , Wit :w +` •C 41� 1 Hood & Duct: Monitor: Pre -Fire: Permits: / Occupancy Type: • Inspector: ./..i,444 .___-- • I Date:. 'if zi /ra Hrs.: f D $80.00 REINS ECTION'FEE REQUIRED. You will receive an invoice from • the City of Tukwila Finance Department. Call to schedule a reinspection. Word /Inspection Record Form.Doc 1/13/06 • T.F.D. Form F.P. 113 Fireproofing Aggregates Shotcrete Concrete M a s o n r y A s p h a l t R o o f i n g P i l i n g S t e e l S o i l s W o o d December 23, 2010 File: 10 -317 RECEIVED 'JAN 03 2011 Building Official City of Tukwila Building Department 6300 Southcenter Blvd. Tukwila, WA 98188 Project: Belfor USA Address: 4320 S. 131st Place Suite 100 Permit No.: D10 -318 A.A.R. TESTING LABORATORY, INC. CONSTRUCTION INSPECTION AND MATERIAL TESTING NATIONALLY ACCEPTED LABORATORY This is to advise you that special inspections are completed on the above referenced project. The following inspection was required and a copy of our report is attached. 1. Proprietary anchor installation To the best of our knowledge all work inspected conformed to Tukwila Building Department approved plans, specifications, IBC and related codes and /or verbal or written instructions from the Engineer of Record. Sincerely, A.A.R. TESTING LABORATORY, INC. 64„e l ud�.bv Kimberle Anderson President CC: Rusty Rack Guys -Matt Tel: (425) 881 -5812 Fax: (425) 881 -5441 • 7126 180th Ave. NE • P.O. Box 2523 * Redmond, WA 98073 Field Report Report #: 52152 A.A.R. Testing Laboratory, Inc 7126 180thiAve.N.E., Park 180, Suite C101, Redmond,. WA; 98052 Phone 425881.5812 Fax 425:881.5441':'' Client: Rusty Rack Guys 411 W. Valley Hwy. S. Pacific, WA 98047 -1302 Contact: Matt Prevost Project Number: 10 -317 Permit #: D10 -318 Project Name: Belfor USA Address: 4320 S. 131st Place Suite 100 Inspection Performed: Proprietary Anchors Date: 12/22/2010 Time: 2:30:00 PM Temperature: Verified anchors to be Simpson Wedge All 1/2" x 4 1/4" wedge type. Verified hole cleanliness and minimum embedment of 3 ". Torque was tested with calibrated wrench #132A and found meeting or exceeding manufacturer's recommendation of 60 ft. lbs. All work found in conformance with manufacturer's recommendations, approved plans and ESR #1771. Areas inspected include all racking noted on sheet 1 of approved plans. Distribution: ▪ Distribute Client L Distribute Contractor H Distribute Engineer Lj Distribute Owner U Distribute Municipality ❑ Distribute Other ❑ Distribute Architect ❑ Distribute Other Inspector: Chandler, Loren Reviewed by: Mike Blackwell All reports are considered confidential and are the property of the client and A.A.R. Testing Laboratory, Inc. Reproduction except in full without the written consent of A.A.R. Testing is strictly forbidden 12/22/2010 00:01 425- 881 -5441 AAR TESTING LABORATO DEC 23 2010 Field Report c "sport #: 52152 EVELOPME 1V-1.11' .1. 1k °1 .; �q. p J! ail a k,141 f/1141,1 l�,! b`,01111111 PAGE 03/03 Rusty Rack Guys 411 W. Valley Hwy. S. Pacific, WA 98047.1302 Contact: Matt Prevost Inspection Performed: Proprietary Anchors Date: 12/22/2010 Project Number: Permit #: Project Name: Address: Time: 2:30:00 PM e for USA 4320 S. 131st Place Suite 100 Temperature: Verified anchors to be Simpson Wedge All 1/2" x 4 1/4" wedge type. Verified hole cleanliness and minimum embedment of 3 ". Torque was tested with calibrated wrench #132A and found meeting or exceeding manufacturer's recommendation of 60 ft. lbs. All work found in conformance with manufacturer's recommendations, approved plans and ESR #1771. Areas inspected include all racking noted on sheet 1 of approvedylans. Distribution: h'I Distribute Client �) Distribute Contractor 1.1 Distribute Engineer : Distribute Owner Ids Distribute Municipality 11 Distribute Other I ) Distribute Architect U j Distribute Other Inspector: Chandler, Loren Reviewed by: Mike Blackwell All Reproduction on considered in full without the written consent of ,A.R Testing is strictly forbiddenLaboretory, Inc. 12/22/2010 00:01 Fireproofing Aggregates $hotorete Concrete M a s o n r y A s p h a l t R o o f i n g f• i I i n c) S t e e l S o i l s WO n d 425- 881 -5441 December 23, 2010 File; 10 -317 Building Official City of Tukwila Building Department 6300 Southcenter Blvd. Tukwila, WA 98188 Project: Address: Permit No.: AAR TESTING LABORATO RECEivEt) OED 2 2010 commie s'.! ► Y DEVELOPMENT Belfor USA 4320 S. 1318` Place Suite 100 D10 -318 PAGE 02/03 A.A.R. TESTING LABORATORY, INC. c•ON$Tnu TION INSFE(II N AND MATPoIIAI. TESTING NATIC)NALLY Ari:EPTI_L' LAtI(I(IATf1RV This is to advise you that special inspections are completed on the above referenced project. The following inspection was required and a copy of our report is attached. 1. Proprietary anchor installation To the best of our knowledge all work inspected conformed to Tukwila Building Department approved plans, specifications, IBC and related codes and /or verbal or written instructions from the Engineer of Record. Sincerely, A.A.R. TESTING LABORATORY, INC. Kimberle Anderson President CC: Rusty Rack Guys -Matt T& f/17C\ AA1 -5A1 2 Fax. 14251 881 -5441 • 7126 180th Ave. NE • P.O. Box 2523 ' Redmond, WA 98073 By G. OHANIAN DATE. 11 -12 -10 SUBJECT RAdK DENIdN & EN(INEERINd do. 412 WEST BROADWAY, !MITE #204 LENDALE, dA. 91204 TEL:(818)240 -3810 FAX:(818)240 -3813 SHEET NO. 1 JOB NO.. RD -15181 STRUCTURAL CALCULATIONS OF STORAGE RACKS FOR: FILE COPY •••• _ - •• Ail BELFOR USA GROUP 4320 SOUTH 1 31st PLACE, SUITE 1 00 SEATTLE, WA. 98168 PER IBC 2009 EDITION SECTION 2208 STORAGE RACKS CAPACITY: 2500 # / LEVEL CALCS. 1 THRU 5 DRAWINGS: RD -15181 114.444P4 j 4.• 1 • Fa• 1 1 91 1 1 11 + • »4401 • „• • • • • • .. • EXPIRES 12 -26 -11 REVIEWED FOR CODE COMPLIANCE APPIAVIED DEC 0 8 2010 City of Tukwila BUILDING DIVIRInN RV CITY OF ECEITU ,wP LA NOV 2 C 2010 PERMIT CENTER .004•i• • • • dr*4.1014!• BY + G. OHANIAN DATE. 11-12 -10 SUBJECT RACK DEOI(1N & EN(INEERINC CO. 412 WEOT BROADWAY, BUITE #204 (LENDALE, dA. 91204 TEL:(818)240 -3810 FAX:(818)240 -3813 SHEET NO 2 JOB NO. RD -15181 96" & 99" LONG BEAMS M= 82 =15"K S R= .47 <.78 A 384.W E - .34 "< 180 = .55" x 144" BEAM M= 82 =23'K SR= .68 <1.04 A- xw 4 =.67 "< =.80" 384.1x . E 180 SEISMIC DESIGN _ SDSXI V- Rx 1.4 xW LOAD PER BEAM + 25% IMPACT LOAD (2.5 Kx.88) +(1.25Kx.25) = 22.x= 1.25 K 2 BEAMS Ix =1.56 S, =.78 F Y =55 KSI. LOAD PER BEAM + 25% IMPACT LOAD (2.5 Kx.88) +(1.25 Kx.25) = = 1.25 K 2 BEAMS I x =2.46 Sx =1.04 F Y= 55 KSI. IBC 2009 -SEC. 2208, PER RMI SPECS. ASCE 7 -05 (SEC. 15.5.3) SDs =.98 (USGS WEB SITE, "SITE CLASS D ") 1 =1 NO PUBLIC ACCESS R =6 MOM. CONN. R =4 BRACED W =D.L.+ 3 PALLET LOAD TYPE "A" 3000 #7 LEVEL LOAD PER COL. = 2x2.5 K =2.5K 2 coL. P =.2DL+ (2.5Kx.75) =2.1 K W =.2DL+ (2.51 Lx.67) = 1.8 K V = .22 K LONGIT. TRANS. .32 K gpottiv,fI.$I"tIat}ttt• • LONGIT. SEISMIC Conterminous 48 States 2005 ASCE 7 Standard Latitude = 47.4867 Longitude = - 122.2786 Spectral Response Accelerations SMs and SM1 SMs = Fax Ss and SM1 = Fv x S1 Site Class D - Fa = 1.0 ,Fv = 1.5 Period Sa (sec) (g) 0.2 1.477 (SMs, Site Class D) 1.0 0.762 (SM1, Site Class D) Conterminous 48 States 2005 ASCE 7 Standard Latitude = 47.4867 Longitude = - 122.2786 Design Spectral Response Accelerations SDs and SDI SDs = 2/3 x SMs and SDI = 2/3 x SM1 Site Class D - Fa = 1.0 ,Fv = 1.5 Period Sa (sec) (g) 0.2 0.984 (SDs. Site Class D) 1.0 0.508 (SDI, Site Class D) .22 K 7 'K t ► 4P00tttt•ttott•ttstjttt.• •attt , .,...... , HN! BY G. OHANIAN DATE. 11 -12 -10 SUBJECT RACK DEOI N & EN(fINEERINd CO. 412 WE BROADWAY, BUITE #204 LENDALE, dA. 91204 TEL:(818)240 -3810 FAX:(818)240 -3813 SHEET NO 3 JOB NO. RD -15181 TYPES "B" & "E" 2500 #1 LEVEL LOAD PER COL.. 4x2.5 K =5 K 2 COL P =.2DL+ (5.OKX.75) =4.0K (5.0 x.67) = 3.6 K W =.20L+ V = .41 K LONGIT. _ '62 K TRANS. TYPE "C" LOAD PER COL - 2x2.5 K =1 3K 4 COL P =.2 OL+ (1.3Kx.75) =1.2K W .2oL+ (1.33(Lx.67) = 1.0 K V = .11K LONGIT. V = .18K TRANS. TYPES "D" & "F" LOAD PER COL. = 3x2.5 K =3.8 2 coL. P =.2oL+ (3.8Kx.75) =3.0K W =.2DL+ (3.8PL(.67) = 2.7 K K \L = '32 LONGIT. _ '47 K TRANS. TYPE "G" LOAD PER COL. = 2x2.5 K =2.5K 2 COL. P =.20L+ (2.5Kx.75) =2.0K W =.20L+ (2.5PLx.67) = 1 .8 K V = .21 K LONGIT. TRANS. '31 K LONGIT. SEISMIC .17K 4"K .12K 4 "K 6"K .08K 6-K - 8-K 04K 8 K = 10"K 10 K 3 •K 6 "K .4 K END COL. .1 K TYPE "D" 6"K .32 K 9 "K MIDDLE COL. .25 K TYPE "F" 7 "K 4 "K 5 "K 5 K .16K - 4 "K 7 "K 9 "K pt•N4•11•1.4t•44•IJa44t,r.. ...........•....• .: 3 K 7 "K NH14441sH1.4t•t'*•l4044111 .32 K .10K 4K= 10K .06K 10 K = 9"K 9 "K By G. OHANIAN RAdK DE$IdN Sc ENdINEERINd do. DATE . 11-12-10 412 WET BROADWAY, �1UITE #204 SUBJECT LENDALE, dA. 91204 TEL:(818)240 -3810 FAX:(818)240 -3813 SHEET NO 4 JOB NO. RD -15181 COLUMN ANALYSIS 10 3" x- t =.07" J Fy =55 KSI Ae =.59 Ix =.95 S0 =.6 I-, =1.2 ry =1.1 COMBINED STRESS RATIO Pex= (K2 = 18 00=1.8 f2cP Qb =1.67 _ ax =1— .79 Pex — Pn= Fn .Ae = 22 K Pex= (2 = 41 ax =1— ez 82 Cmx =.85 BASE PLATE ANCH. TENSION = 0 ANCHOR SHEAR = 21 K rx =72 =102 rr - =40 Y • Mn =Se .Fy =33 2 Fe= (KLj2 =28 rx Fn =Fy (.658 Ac )= 24 KS/ Pn= Fn .Ae = 14 K Qc.P+ f2b.Cmx.M = 68<1 TYPE "A" Pn Mn.ax C2c.P + C2b.Cmx.M = 81<1 TYPES "B" & "E" Pn Mn -ax QPcn P +f2bM.Cmxn.ax .M =.80<1 TYPE "C" (2) -1/2 "0 SIMPSON STRONG ANCHORS PER BASE PL., 3" EMB. ESR -1771 SPECIAL INSPECTION IS REQUIRED MOMENT AT BEAM CONNECTION .5x.07x1x65 =2.3K BEARING CAPACITY OF COL. HOLE 7/16 "0 RIVET A = .1 Fy = 79 KSI Pa = .1 x79x.4 = 3 K Ma = (2.3Kx4 ") +(1.2Kx2 ")= 11.6 "K 3 PIN CONN. CONN. MEND — .01 xwJ 2= 1.2 K M — 9 "K M = 10.2 "K SEISMIC TOTAL HP1#114 I$$t•(t• I4Al1119'1 • 4.0 K 8 "x5 "x3/8" BASE PLATE ..p #1•M•.. Mil . •. . ..t 9 "K = -../Fy /Fe = 1.4 Xc <1.5 10 Nt•i+P1•04.# t+ t t• 1 1011119, . .0444-• H• BY G. OHANIAN RAdK DENI(N & EN(4INEERIN( do. DATE . 11-12-10 412 WE BROADWAY, QUITE #204 SUBJECT LEND. dA. 91204 TEL:(818)240 -3810 FAX:(818)240 -3813 SHEET NO. 5 JOB NO. RD -15181 OVERTURNING ='62Kx x214 "x.66 =175 "K MOT MR = 4.0 Kx44 "= 176 "K NO UPLIFT LOAD TO DIAGONAL P = .64 Kx cox 44 = 1.4 K Fy =55 KSI Ae =.26 rx =.48 Q =.74 L= 52" PO = 3.1 K CHECK WELDS Pn_ (1_ .01L) L.t.F„ = 5.36K SZ= 2.55 // = 2.1Kx2 =4.2K 0 SIDES CHECK SLAB 4000 _ 2 70' 1500 — .62 K 2.7x144=384 384 =20" M= 12 )2x1500x 2 x12 =1000 " "# S= 1\2x62/ = 72 6 1000 = 14 <1.6 -\/2500 =80 72 4.0K 40K .62 K 44" 4I•I+NI•I14.9t•ft•IIelII191 a N N rn TOP LEVEL LOADING W= .21)&1.2511=1.45 K LOAD PER COL. V= .25 K = .25Kx2 x192 " =96 "K MOT COL M R = 1.45 Kx44 " = 64 "K UPLIFT = 96-64 = 72 K BOTH SIDES TYP. t =.07" 4000# 6" CONCRETE SLAB 2500 PSI. CONC. 1500 PSF. SOIL 401414I644 t•f+••IpI1It4+ ,+4.444.4• if. PERMITCOQRDCOPY4 PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D10 -318 DATE: 11/24/10 PROJECT NAME: BELFOR USA GROUP SITE ADDRESS: 4320 S 131 PL X Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # Revision # after Permit Issued DEP RTTMENpTS B i ing Division I/u Public Works 4Nn 410, D (0-(O ire Prevention Structural Planning Division ❑ Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 11/30/10 Complete Er Comments: Incomplete Not Applicable Permit Center Use Only INCOMPLETE LETTER MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: LETTER OF COMPLETENESS MAILED: TUES/THURS ROUTING: Building Please Route Structural Review Required n No further Review Required n REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 12/28/10 Approved n Approved with Conditions Not Approved (attach comments) n Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents/routing slip.doc 2 -28 -02 Contractors or Tradespe' ter Friendly Page • General /Specialty Contractor A business registered as a construction contractor with Lai 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 Warrant Information No unsatisfied warrants on file within prior 6 year period https : // fortress. wa. gov /Ini/bbip/Pri nt. aspx 12/10/2010 40'-2" 40'-x„ 37' -2" 4( 11111111 OFFICE CONFERENCE OFFICE OFFICE RECEPTION/ WAITI1•16 WHSE RIR WOME Rik RJR s OFFICE 7.1.1 OFFICE 44" X 96" 44" X 96" F 44" ) 96" F 44 X 96" 41 '-6" 44" X 96" 5' -2„ B o, 10" B X- 0 B a, M rn 21 10' -o" 1OLLUI' 44" X 96" 44" X 96" LEGEND BAY SEPARATE PERMIT REQUIRED FOR !Mechanic/1 Lam �ombinp Gas Piping City of Tukwila Elt,iiLDING DIVISION REVISIONS No changes shalt be made to the scope of work without prior approval of Tukwila Building Division. NOTE: Revisions will require a new plan submittal and may include additional plan review fees. FILE COPY Permit No. Plan review approval Is subject to errors and omissions. Approval of construction documents does not authorize the violation of any adopted code or otdlnance. Receipt of approved Field .J and is acknowledged: 107 -(,C Date: 1:2-1 <D f .vim l City Of 1Ukwiia BUILDING DIVISION RECEIVED CITY OF TUKIMLA NOV 2'T 2010 PERMIT CENTER REVIEWED FOR CODE COMPLIANCE ApprtAVED DEC 08 2010 A-S City of Tukwila BUILDING DIVISION EXPIRES 1226 -�i i cg ari r1 b O N T 6 CU d ba < g 7.114P \°4 § r)14) t.4) CIS rn W CA ? (V:4 dCilfr21 51 C1.44 '-:4 U DAlllrN 1 ': JAL sCAL „ DAR']: 11/9/10 DRAWING NO: citron BY• sitar 11 o. i 01 SAWS BRACING CONNECTION DETAIL L 3/8" THK OR 10GA -4-1 I- j-1/2" FLOOR ANCHOR DETAIL SEE NOTES FOR SPECS 3 8 11_6i SINGLE 1 1/2" .075 THK-- 1 1/4" SECT. A-A SECT. 3" k- BB 14GA THK. RACK TYPE "A" 3 3/4" BEAM FACE F 6" iv I BASE .PLATE DETAIL (2) -1/2 "0 ANCHOR BOLTS PER BASE PLATE 3 -1/4" EMB., (SEE NOTE NO.4) u_. 375 R d dJ 2" TYP. AS NOTED 4 1/4" REF. CJ E] 0 .531 SQUARE 1,11420 140A ASTM A570 01t50 RACK DETAILS SCALE: i" = 1" 00 RACK TYPE "B" 3 3/4" BEAM PACE 1 2' AS NOTED 6" I--- -3/4" TIP. RACK TYPE "C" 4 1/2" BEAM FACE 6" BRACKET ASSY. BEAM SECTION .078 THK. ASTM A570 GR50 ANDERSEN 4440 RACK TYPE C 144" BEAMS BEAM SECTION .078 THK. ASTM A570 0R50 ANDERSEN 3640 RACKTYPE 96" AND 99" BEAMS $' -3 c5 r r. RACK TYPE "D " 3 3/4" BEAM FACE RACK ELEVATIONS SCALE: 3" i 1 LLO" 8 STRUCTURAL NOTES: 1. DESIGN OF STEEL STORAGE RACKS AS SHOWN BY THESE DRAWINGS AND CALCULATIONS ARE IN COMPLIANCE WITH THE REQUIREMENTS OF THE INTERNATIONAL BUILDING CODE 2009 EDITION, SECTION 2208. 2. STEEL FOR ALL SHAPES FY =55 KSI. ASTM A1011 G11.55 (EXCEPT AS NOTED). 3. NO FIELD WELDING IN THIS PROJECT ALL WELDED CONSTRUCTION IN THE SHOP OF THE APPROVED FABRICATOR 4777 (E70XX ELECTRODES). 4. ALL ANCHORS SIMPSON STRONG BOLT WEDGE TYPE. (ESR -1771) SPECIAL INSPECTION IS REQUIRED. 5. CONCRETE SLAB 6" THICK 2,500 PSI. SOIL BEARING CAPACITY 1,500 PSF. 6. STORAGE RACK CAPACITY 2,500 #1 LEVEL. 7. RACK INSTALLATIONS SHALL DISPLAY IN ONE OR MORE CONSPICUOUS LOCATIONS A PERMANENT SIGN OF 50 SQUARE INCHES IN AREA, SHOWING THE CAPACITY OP THE RACK (2,500 / LEVEL) 8. STORAGE RACKS SHALL BE INSTALLED WITH A MAXIMUM TOLERANCE FROM THE VERTICAL OF i" IN 10' -0" OF HEIGHT. 9. THE CLEAR SPACE BELOW SPRINKLERS SHALL BE A MINIMUM OF 181NCHES BETWEEN THE TOP 0 THE STORAGE AND THE CEILING SPRINKLER DEFLECTOR. FIRE PROTECTION NOTES: 1. SPRINKLER DENSITY IS .6OGPM OVER 2,000SQ FT. 2. SPRINKLER HEAD TEMPERATURE IS SET AT 286 °F. 3. TYPE OF PRODUCT: FANS, DEHUMIDIFICATION EQUIPMENT, AND CONSTRUCTION SUPPLIES STORED ON PALLETS, NON - ENCAPSULATED. 4. TOP OF STORED PRODUCT NOT TO EXCEED 20' -0 ". 5. APPROXIMATE CEILING HEIGHT 22' -6 ". EXITING NOTES: 1. EXTERIOR DOORS ARE 3' SWING TYPE WITH LOCKING KNOB WHICH REQUIRES NO SPECIAL KNOWLEDGE OR EFFORT TO OPEN. RACK TYPE "E" 3 3/4" BEAM PACE RACK TYPE "F" 3 3/4" BEAM FACE REVIEWED FOR CODE COMPLIANCE ApaonVEO DEC 0 8 2010 City of Tukwila BUILDING DIVISION Bo I RACK TYPE "G" 3 3/4" BEAM FACE RECEIVED CITY OF TUKWILA NOV 2 4 2010 PERMIT CENTER vo 64 63 No 1 Ng ;01 1141 CJ utn Eriqtmv rya cit 4<qaw 100 WA"4•• z LIJ w CD d0 DRAM BY: JAL SCALE: AS SHOWN BRAVING NO: CII CKED B]'':