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Permit D10-010 - CASCADE ENGINE - STORAGE RACKS
CASCADE ENGINE 18435 OLYMPIC AV S D10 -010 Cityef Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite # 100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Inspection Request Line: 206 - 431 -2451 Web site: http: / /www.ci.tukwila.wa.us Parcel No.: 7888900121 Address: 18435 OLYMPIC AV S TUKW Suite No: DEVELOPMENT PERMIT Permit Number: D10-010 Issue Date: 02/05/2010 Permit Expires On: 08/04/2010 Tenant: Name: CASCADE ENGINE Address: 18435 OLYMPIC AV S , TUKWILA WA Owner: Name: ACCESS ROAD PARTNERS L L C Address: 18435 OLYMPIC AVE S , TUKWILA WA 98188 Phone: Contact Person: Name: RAY FRANK Address: 9883 40 AVE S , SEATTLE WA 98118 Phone: 206 - 394 -3312 Contractor: Name: ENGINEERED PRODUCTS Address: 18271 ANDOVER PK W , TUKWILA WA 98188 Phone: 206 - 394 -3300 Contractor License No: ENGINPC931CO Expiration Date: 02/20/2011 DESCRIPTION OF WORK: INSTALL STORAGE RACKS Value of Construction: $0.00 Fees Collected: $559.07 Type of Fire Protection: International Building Code Edition: 2006 Type of Construction: Occupancy per IBC: 0025 * *continued on next page ** doc: IBC -10/06 D10 -010 Printed: 02 -05 -2010 City ofkukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Inspection Request Line: 206 -431 -2451 Web site: http: / /www.ci.tukwila.wa.us Permit Number: D10 -010 Issue Date: 02/05/2010 Permit Expires On: 08/04/2010 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: Hauling: N Start Time: End Time: Land Altering: Volumes: Cut 0 c.y. Fill 0 c.y. Landscape Irrigation: Moving Oversize Load: Start Time: End Time: Sanitary Side Sewer: Sewer Main Extension: Private: Public: Storm Drainage: Street Use: Profit: N Non - Profit: N Water Main Extension: Private: Public: Water Meter: N Permit Center Authorized Signature: Date: I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development permit. Signature: Date: Print Name: 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 -010 Printed: 02 -05 -2010 Parcel No.: 7888900121 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 18435 OLYMPIC AV S TUKW CASCADE ENGINE PERMIT CONDITIONS Permit Number: Status: Applied Date: Issue Date: D10 -010 ISSUED 01/20/2010 02/05/2010 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 permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 4: The special inspection of bolts to be installed in concrete prior to and during placement of concrete. 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 manner. 6: A final report documenting required special inspections and correction of any discrepancies noted in the inspections shall be submitted to the Building Official. The final inspection report shall be prepared by the approved special inspection agency and shall be submitted to the Building Official prior to and as a condition of final inspection approval. 7: All construction shall be done in conformance with the approved plans and the requirements of the International Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code. 8: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431- 3670). 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: 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) 13: 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 doc: Cond -10/06 D10 -010 Printed: 02 -05 -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 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) 14: 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) 15: 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) 16: 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) 17: 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) 18: Door handles, pulls, latches, locks and other operating devices on doors required to be accessible by Chapter 11 of the International Building Code shall not require tight grasping, tight pinching or twisting of the wrist to operate. (IFC 1008.1.8.1) 19: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 20: Exits and exit access doors shall be marked by an approved exit sign readily visible from any direction of egress travel. Access to exits shall be marked by readily visible exit signs in cases where the exit or the path of egress travel is not immediately visible to the occupants. Exit sign placement shall be such that no point in an exit access corridor is more than 100 feet (30,480 mm) or the listed viewing distance for the sign, whichever is less, from the nearest visible exit sign. (IFC 1011.1) 21: Every exit sign and directional exit sign shall have plainly legible letters not less than 6 inches (152 rnm) high with the principal strokes of the letters not less than 0.75 inch (19.1 mm) wide. The word "EXIT" shall have letters having a width not less than 2 inches (51 mm) wide except the letter "I ", and the minimum spacing between letters shall not be less than 0.375 inch (9.5 mm). Signs larger than the minimum established in section 1011.5.1 of the International Fire Code shall have letter widths, strokes and spacing in proportion to their height. The word "EXIT" shall be in high contrast with the background and shall be clearly discernible when the exit sign illumination means is or is not energized. If an arrow is provided as part of the exit sign, the construction shall be such that the arrow direction cannot be readily changed. (IFC 1011.5.1) 22: Exit signs shall be illuminated at all times. To ensure continued illumination for a duration of not less than 90 minutes in case of primary power loss, the sign illumination means shall be connected to an emergency power system provided from storage batteries, unit equipment or on -site generator. (IFC 1006.1, 1006.2, 1006.3) 23: Means of egress, including the exit discharge, shall be illuminated at all times the building space served by the means of egress is occupied. The means of egress illumination level shall not be less than 1 foot - candle (11 lux) at the floor level. The power supply for the means of egress illumination shall normally be provided by the premise's electrical supply. In event of a power failure an emergency power system shall provide power for a duration of not less than 90 minutes and shall consist of storage batteries, unit equipment or on -site generator. (IFC 1006.1, 1006.2, 1006.3) The path of egress shall require emergency lighting until exit discharge is accomplished. 24: 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) doc: Cond -10/06 D10 -010 Printed: 02 -05 -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 25: 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) 26: 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) 27: 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 sprinlder at the 15 foot elevation of the column, (c) ceiling sprinkler density minimums as determined by the Tukwila Fire Prevention Bureau. (NFPA 13) 28: All new sprinlder 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 sprinlder work shall commence without approved drawings. (City Ordinance #2050) 29: Flue spaces shall be provided in accordance with International Fire Code Table 2308.3. Required flue spaces shall be maintained. 30: 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) 31: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and #2051) 32: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 33: 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 -010 Printed: 02 -05 -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: �� -pr'i „"". Date: 2 ^ - 1 ordinances governing or local laws regulating doc: Cond -10/06 D10 -010 Printed: 02 -05 -2010 CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenfer Blvd., Suite 100 Tukwila, WA 98188 http../Avww.ci. tukwila. wa. us Building Permit No: ' Q W Q ei 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.: 7 8-&4104 G D- I Site Address: '�8 7 35 o/ jI41 /J! t o v e 5' Suite Number: Floor: S G�C� /�llil� ❑ Yes ,No Property Owners Name: Tenant Name: New Tenant: Mailing Address: City CONTACT PERSON -who do'we contact when your permit is, ready to be issuedF -,• ` State Zip Name: R4 /TWAyr Day Telephone: Z04, 39Y- 3 3%1-, Mailing Address: r 450/9 3 ytY '21 law ?811 City State Zip E -Mail Address: l'4 rar►k �.9ppq f . Go101-1 Fax Number: ZdKT:a ?5- 4:422?)8 GENERAL CONTRACTOR INFORMATION - i• (Conti-actor Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg 5)) Company Name: Mailing Address: �sn i to (�raci v c.�4 S t� lea 3 '7/0 " Contact Person: 7 f /�rre E -Mail Address: , /-T'ra/1 k e e'Pp4 pe. • Contractor Registration Number: G. 1 IBS PC 3 1 C- 0 sA14 71.ilz 6)4. 418/86 City State Zip Day Telephone: ZOG 39c4.. 3 3 I?— Fax Number: U>4- S Z 5 Cote Expiration Date: Z % - 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 plans must belwetstamped by Eneineerof Record';C` Company Name: Mailing Address: 5'+rtiaur4I- e•n_ccp +s Enain�,~r-tn 1200 N. J e.44o f Soto S+._ u f F o1 n r4r,,et wt A• ei Zsd'7 city Contact Person: B b� 5 n 141-v l.t' E -Mail Address: 60 b SC'e 1 t/1G , H:\Applications\Forms- Applications Oo Line\2009 Applications \1 -2009 - Permit Application.doc Revised: 1 -2009 bh State Zip Day Telephone: 11 9 (32 - 7 3 ?c Fax Number: 714 G. 3 Z ' -7 (Y Page 1 of 6 • BUILDING PERMIT INFORMATION -7.Z06-4M-367� Valuation of Project (contractor's bid price): $ l 3 I Obi Existing Building Valuation: $ Scope of Work (please provide detailed information): Ev 5+41i 1 t 5-f c�racyc ca.c.44. Will there be new rack storage? ❑ Yes D.. 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 PRO CTION/HAZARDO TERIALS: Sprinklers Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes No If "yes', attach list of materials and storage locations on a separate 8 -1 /2 "x 11" paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:\Applicanons \Forms - Applications On Line\2009 Applications \1 -2009 - Permit Application.doc Revised: 1 -2009 bh Page 2 of 6 ` Existing A'1 z96 • Interior Remodel ' Addition to Existing Structure _ ' New '- ' , Type of • •, •`;; Construction .. per IBC Type of :- Occupancy per IBC . Ii`_Floor7rti;' •; ;fir: : �.,,.;•;,y. ; f.:. yx .. "• rt. Floor • 3rd.Floor.,. :,�... . Floors : ,r-..: .: thru ' -Basement •Accessory Structure *. , ';..: Attached Garage °., %Detached Garage •; ";;;: =; r Attached Carport 5': Detached Cparport '.11 .Covered Deck "` , " „'. Uncovered Deck ::,w, :,,r ”- ° ° =sue' 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 PRO CTION/HAZARDO TERIALS: Sprinklers Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes No If "yes', attach list of materials and storage locations on a separate 8 -1 /2 "x 11" paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:\Applicanons \Forms - Applications On Line\2009 Applications \1 -2009 - Permit Application.doc Revised: 1 -2009 bh Page 2 of 6 s PERMIT APPLICATION NO TES -Applicatil`e 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 • •4 R OR AUT : ORIZED AGENT: Signature: Print Name: Mailing Address: Date: 1— l 5 - c).9 ` 4Lk Timer e) I, Day Telephone: .! 983 111/=_ S_ 6, 44-74- iii , 90/8 City State Zip Date Application Accepted: 1 -ao -1v Date Application Expires: Staff Initials: V V„ H:Wpplications\Forms- Applications On Line \2009 Applications \1 -2009 - Permit Applicatioadoc Revised: 1 -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 Parcel No.: 7888900121 Address: 18435 OLYMPIC AV S TUKW Suite No: Applicant: CASCADE ENGINE RECEIPT Permit Number: D10-010 Status: PENDING Applied Date: 01/20/2010 Issue Date: Receipt No.: R10 -00077 Payment Amount: $559.07 Initials: WER Payment Date: 01/20/2010 09:49 AM User ID: 1655 Balance: $0.00 Payee: ENGINEERED PRODUCTS TRANSACTION LIST: Type Method Descriptio Amount Payment Credit Crd VISA - Authorization No. 049734 ACCOUNT ITEM LIST: Description 559.07 Account Code Current Pmts BUILDING - NONRES PLAN CHECK - NONRES STATE BUILDING SURCHARGE 000.322.100 000.345.830 640.237.114 Total: $559.07 336.10 218.47 4.50 PAYMENT RECEIVED doc: Receiot -06 Printed: 01 -20 -2010 INSPECTION NO. INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3fp7 Project: �p C " / (� 4 �'/iW6/df Type of Inspection: f—/n/4 , ll \--) r OA : fi 08-m f) 140-1e- /rAf s . ��y 0L �jyJ �/ef 4 Dote f 5 c-.:L-- .E.',' LL'3— # 10,s-rc : vt. i al 1 I/ Special Instructions: Date Wanted: c /9 - / v (.m: p.m. Requester: - Phone No: ,---- `proved per applicable codes. Corrections required prior to approval. COMMENTS: t / ll \--) r OA : fi 08-m f) 140-1e- /rAf c-.:L-- .E.',' LL'3— # 10,s-rc : vt. i al 1 I/ V (.,-,'%'1 ci ske1 2 l'1 ( tom /- *"..... - ,---- Date., tS —V 60.00 NSPECTION FEE REQUIRED. Prior to inspection, fee must be aid Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Project: �, , Type of Irectiorl g J • i f) I A ress: I 435 �''j c— Ai Date Called: It.. Special Instructions: / Date Wanted: _ ate_ / p.m. Requester: Phone No: /.O- c ?4 )3 lZ EjApproved per applicable codes. Corrections required prior to approval. 7 COMMENTS: Aad Inspe Dater l 3 El $60.00 REINSPECTION FEE REQU ED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., uite 100. Call to schedule reinspection. Receipt No.: Date: " .. •. INSPECTION NUMBER INSPECTION. RECORD Retain a copy with permit Di PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 . 206-575-4407 Project: C c.- c. de.. ;219 /4 rrc Type Of Inspection: R;ocie. F:4 fit. i Address: i ell 3s- pit.„4-1,0; c. •v. 5. Suite #: . Contact Person: no4 Fire Alarm: • ; Special Instructions: Phone No.: Li Z-S ''' g-17/ -,- II' . , r- Approved per applicable codes. Corrections required prior to approval. • . COMMENTS: 6) R.44.k Adam) d Needs Shift Inspection: . • . Sprinklers: Hrsi: Fire Alarm: • ; Hood & Duct: .1 Monitor: . / Pre-Fire: Permits: Occupancy Type: • 4 Inspector: •lez_6'03 .. . • . • . Date:. 2 IA (6 Hrsi: / • ; $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from elCity of Tukwila Finance Department. Call to schedule a reinspection. Word/Inspection Record Form.Doc 1/13/06 T.F.D. Iorm F.P. 113 1 • OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing 6747 M. L. King Way South, Seattle, Washington 98118 -3216 USA Tel: (206) 725 -4600 • Toll Free: (888) OTTO -4 -US • Fax: (206) 723 -2221 WBE W2F5913684 • WABO Registered Agency • Website: www.ottorosenau.com Final Letter February 9, 2010 City of Tukwila Building Department 6300 5outhcenter Blvd, Suite 100 Tukwila, Washington 98188 -2544 Project: Cascade Engineer Supply Permit Number: D10 -010 Address: 18435 Olympic Ave 5 Job Number: 10 -0037 We herewith certify that we have completed the following special inspections. To the best of our knowledge, the work inspected was in conformance with the approved plans and specifications and the applicable workmanship provision of the building code. All typewritten reports have been mailed to your office or are enclosed. All reports appear to be complete. This report should not be considered as a warranty for conditions and /or details of the building. Items inspected are: 1. Anchor bolt installation Sincerely, OTTO ROSENAU & ASSOCIATES, INC. xbei/k/ke/ •nne L. Parvin Enclosure cc: Engineered Products (TO ROSENAU & ASSOCIATES, INC. ;eotechnical Engineering, Construction Inspection & Materials Testing Report Number: 112913 - Amended Project: Address: Client: CONSTRUCTION INSPECTION REPORT Cascade Engine Supply 18435 Olympic Ave S, Tukwila Engineered Products Permit Number: Job Number: Client Address: D10 -010 10 -0037 9883 40th Ave S, Seattle Inspections Performed Proprietary Anchors: Steel Decking Other (specify): • Anchor Bolt Installation X Structural Steel Fabrication • Epoxy Grouting (Rebar / Bolts) Structural Steel Erection Inspector and Date Remarks Paul Kanikkeberg 1/21/2010 Inspected installation of (88)1/2" diameter Hilti KB -TZ anchors into concrete slab for anchorage to steel shelf base plates. Anchors were installed at 3 1/4' embedment and 40ft/Ibs torque with a calibrated torque wrench (ORA #6054). Inspected to approve plans and details. ** Conformance pending receipt of permit number. Reference Standard; ICC ESR 1917 Conforms Pending Permit Number 2/9/2010 Permit number supplied by contractor - Conforms Copies to: X Client X Engineer Owner Contractor Architect X Building Dept. Others Technical Responsibility: Jeff Rabe, Project Manager This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 6747 M.L. King Way S., Seattle, Washington 98118 — Phone (206) 725 -4600 or 1- 888 - OTTO -4 -US — Fax (206) 723 -2221 Form No.: ADMIN -63 -02 (Rev 11/08) OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing Report Number: 112913 Project: Address: • CONSTRUCTION INSPECTION REPORT Cascade Engine Supply 18435 Olympic Ave S, Tukwila Engineered Products Permit Number: Job Number: Client Address: FEB 0 4 20101 MUHiTI -V\ D4) 10 -0037 9883 40th Ave S, Seattle Inspections Performed Proprietary Anchors: Steel Decking Other (specify): • Anchor Bolt Installation X Structural Steel Fabrication • Epoxy Grouting (Rebar / Bolts) Structural Steel Erection Inspector and Date Remarks Paul Kanikkeberg 1/21/2010 Inspected installation of (88)'/" diameter Hilti KB -TZ anchors into concrete slab for anchorage to steel shelf base plates. Anchors were installed at 3 %4" embedment and 40ft/lbs torque with a calibrated torque wrench (ORA #6054). Inspected to approve plans and details. ** Conformance pending receipt of permit number. Reference Standard; ICC ESR 1917 Conforms Pending Permit Number Copies to: X Client X Engineer Owner Contractor Architect X Building Dept. Others Technical Responsibility: Jeff Rabe, Project Manager This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 6747 M.L. King Way S., Seattle, Washington 98118 - Phone (206) 725 -4600 or 1- 888 - OTTO -4 -US - Fax (206) 723 -2221 Form No.: ADMIN -63 -02 (Rev 11/08) FILE COPY truct ral o cets 9 1 eerie 1200 N. Jefferson St, Suite F Anaheim, CA 92807 Tel: 714.632.7330 Fax: 714.632.7763 e -mail: mail @sceinc.net Project Name : CASCAbE ENGINE Project Number : K- 010410 -8 Date : 01/07/10 Street Address : 18435 OLYMPIC AVE. City /State : SOUTH TUKWILA, WA 98188 Scope of Work : STORAGE RACK D10 -010 REVIEWED FOR CODE COMPLIANCE APPROVED JAN 2 8 2010 of Tukwila DIVISION RECEIVE JAN 2 a 2010 PERMIT CENT L JAN 1 2 2010 !�. ructural Concepts Engineering 1200 N. Jefferson Ste. Ste F Anaheim. CA 92807 Tel: 714.632.7330 Fax: 714.632.7763 By: S.P. Project: CASCADE ENGINE Project #: K -010410 -8 TABLE OF CONTENTS Title Page 1 Table of Contents 2 Design Data and Definition of Components 3 Critical Configuration 4 Seismic Loads 5 to 6 Column 7 Beam and Connector 8 to 9 Bracing 10 Anchors 11 Base Plate 12 Slab on Grade 13 CASCADE ENGINE -K -0104 I 0 -8 Page of k �j I/7/2010 Structural Concepts Engineering 1200 N. Jefferson Ste. Ste F Anaheim. CA 92807 Tel: 714.632.7330 Fax: 714.632.7763 By: S.P. Project: CASCADE ENGINE Project #: K -010410 -8 Design Data 1) The analyses conforms to the requirements of the 2007 CBC and the 2002 Rack Manufacturers Institute Sepecifications for Steel Storage Racks (RMI) and the ASCE 7-05, section 15.5.3 2) Transverse braced frame steel conforms to ASTM A570, Gr.50, with minimum strength, Fy =50 ksi Longitudinal frame beam and connector steel conforms to ASTM A570, Gr.50, with minimum yield, Fy =50 ksi All other steel conforms to ASTM A36, Gr. 36 with minimum yield, Fy= 36 ksi 3) Anchor bolts shall be provided by installer per ICC reference on plans and calculations herein 4) All welds shall conform to AWS procedures, utilizing E70xx electrodes or similar. All such welds shall be performed in shop, with no field welding allowed other than those supervised by a licensed deputy inspector. 5) The reinforced slab is 5" thick with minimum 2500 psi compressive strength. Soil bearing capacity is 1000 psf. Definition of Components Frame Height Product A Beam 1 Beam Length t Beam Spacing Front View: Down Aisle (Longitudinal) Frame Column Beam to Column Connector Base Plate and Anchors Panel height F Frame Depth Section A: Cross Aisle (Transverse) Frame horizontal Brace Diagonal Brace The components herein are designed within the guidelines of the 2007 CBC and the 2002 Rack Manufacturers Institute Specifications for Storage Racks. The final design of the system is valid only with proper approval from the jurisdictional building official. CASCADE ENGINE-K-0104 I 0-8 Page of ( 3 1 /7/2010 tructural Concepts Engineering 1200 N. Jefferson Ste. Ste F Anaheim. CA 92807 Tel: 714.632.7330 Fax: 714.632.7763 By: S.P. Project: CASCADE ENGINE Project #: K -010410 -8 Configuration & Summary: TYPE 1 SELECTIVE RACK 60" 240° 60" 60" 108" 240" 44" 7 +— 48" 4 2007 CBC Seismic Criteria # Bm Lvls Frame Depth Frame Height # Diagonals Beam Length Ss= 1.429, Fa =1 3 48 in 240 in 5 108 in Component Description STRESS Column Fy =50Ksi Struc C4x4.5 P =6113 lb, M =22852 in-Ib 0.59 -OK Column Backer None None None N/A Beam Fy =50Ksi Lvl 1: Struc C4x4.5 Lu =54 in Capacity: 6102 lb/pr 0.66 -OK Beam Connector Fy =50Ksi Lvl 1: 2 BOLT OK { Mconn =20031 in-Ib Mcap =36640 in -Ib 0.55 -OK Brace - Horizontal Fy =36Ksi Struc L2 x L2 x 1/8 0.2-OK Brace - Diagonal Fy =36Ksi Struc L2 x L2 x1,18 0.39`OK. Base Plate Fy =36Ksi 4x4- 1 /8x112 s RAW= 0 in -i0 0.2 -OK Anchor 1 per Base 0.5" x 3.25" Embed HILT' KWIKBOLT TL ICC ESR 1917, SPECIAL INSPEC. REQD, (T=726 'lb) 0.45-OK Slab 5° thk x 2500 psi slab. 1000 psi' Soli Bearing Pressure 0.84 -OK Level i_oaaPer Story Force Story Force Column Column Conn. Beam Level (PL) Beam Slimy Brace Transv LenniS- Axial Moment Moment Connector anon!_ 4 n ^n ., 50.0 :n 60_a .r 44.0 in in 44.0 it 44.0 in 651 It-1 394 it-, 6,113 14-. 22,852 4l r 2 ?JILT .OK 4,075 it 99,851 T 11,560 = 2 BOLT OK �11�l it 73:41n 1 B') Tllll Structural Concepts Engineering 1200 N. Jefferson Ste. Ste F Anaheim. CA 92807 Tel: 714.632.7330 Fax: 714.632.7763 By: S.P. Project: CASCADE ENGINE Project #: K -010410 -8 Seismic Forces Configuration: TYPE 1 SELECTIVE RACK Lateral analysis is performed with regard to the 2007 CBC Sec. 2208A, 2002 RMI Sec 2.7.3. & ASCE 7 -05 sec 15.5.3 Transverse (Cross Aisle) Seismic Load DL per Lvl= 75 Ib V= Cs *Ip *(LL*0.67 +1.0 *DL) Cs * Ip= 0.1600 Ws= (0.67 * PLRF * PL) + DL V,„„= 0.015 = 8,265 Ib Eff Base Shear= 0.1600 Cs= 0.67 *2.5 *Ca /R >= 0.14 * 2/3 * Ss * Fa /1.4 = 0.1600 Vtransv= 0.16 * (225 Ib + 8040 Ib) = 1,322 Ib ASD Loading (RMI Sec 2.5.1.2) Level PL (Product Load) PL *0.67 *PLrf 1 4,000 Ib 2,680 Ib 2 4,0001b 2,680 Ib 3 4,000 Ib 2,680 Ib DL 75 Ib 75 Ib 75 Ib hi 60 in 120 in 180 in wi *hi 165,300 330,600 495,900 Ss= 1.429 51= 0.489 Fa= 1.000 Fv= 1.511 Ca= 0.4 *2/3 *Ss *Fa= 0.3811 (Transverse) R= 4.0 Ip= 1.0 PLRF= 1.0 Fi R *hi 220.3 Ib 13,218 -# 440.7 Ib 52,884-# 661.0 Ib 118,980 -# 8,040 Ib 225 Ib Longitudinal (Downaisie) Seismic Load W=8265 Ib 991,800 1,322 Ib 1= 185,082 Ws= (0.67 = PLRF * PL) + DL = 8,265 lb Eff Base Shear= 0.0953 Cs * Ip= 0.67' .2'Cv; (R* 0.65) > =Vmtn2 Vlong= 0.0953 * (225 lb + 8040 lb) = 0.0953 Y'ttir.1= 0.015 Level PL (Product Load) 1 4,000 Ib 2 4,000 Ib 3 4,000 Ib = 788 lb Vr r2= 014'2.3 :s.:a?1.4= 0.0953 PL *0.67 *PLrf 2,680 Ib 2,680 Ib 2,680 Ib DL 75 Ib 75 lb 75 Ib 8,040 Ib 225 lb hi 60 in 120 in 180 in ASD Loading t t *hi 165,300 330,600 495,900 W=8265 Ib 991,800 T= 1.00 sec PL FF= 1.0 (Longitudinal ) R= Cv= 2 /3 *S1 *Fv= 0.4926 131.3 Ib 262.7 Ib 394.0 Ib 788 Ib Structural Concepts Engineering 1200 N. Jefferson Ste. Ste F Anaheim. CA 92807 Tel: 714.632.7330 Fax: 714.632.7763 By: S.P. Project: CASCADE ENGINE Project #: K -010410 -8 Downaisle Seismic Loads Configuration: TYPE 1 SELECTIVE RACK Determine the story moments by applying portal analysis. The base plate is assumed to provide no fixity. Seismic Story Forces Vlong= 788 Ib Vcol= Vlong/2= 394 Ib F1= 131 Ib F2= 263lb F3= 3941b Seismic Story Moments Typical frame made Tributary area oftwo columns ofrackframe • '.4 1-] FI 4 Mbase -max= 0 in-Ib < = == Default capacity Mbase -v= (Vcoi *hleff) /2 = 11,426 in-Ib < = == Moment going to base Mbase -eff= Minimum of Mbase -max and Mbase -v = 0 in -Ib M 1 -1= [Vcol * hleff]- Mbase -eff = (394 Ib * 58 in) -0 in -Ib = 22,852 in -Ib Mseis= (Mupper +Mlower) /2 Front View Conceptual System M 2 -2= [Vcol- (F1) /2] * h2 = [394 Ib - 131.4 Ib]*60 in /2 = 9,851 in-Ib Mseis(1 -1)= (22852 in -Ib + 9851 in -Ib) /2 Mseis(2 -2)= (9851 in-Ib + 5910 in -Ib) /2 = 16,351 in -Ib = 7,880 in-Ib Side View Typical Frame made of two columns 111111111 Top View Beam to Column Elevation Summary of Forces LEVEL 1 2 3 hi 60 in 60 in 60 in Axial Load 6,113 Ib 4,075 lb 2,038 Ib Mconn- allow(2 Bolt)= 36,640 in -Ib Column Moment 22,852 in -Ib 9,851 in -Ib 5,910 in -Ib Mseismic Mend -fixity Mconn 16,351 in -Ib 3,680 in -Ib 20,031 in -Ib 7,880 in-lb 3,680 in -Ib 11,560 in -fb 2,955 in-Ib 3,680 in -Ib 6,635 in -Ib Beam Connector 2 BOLT OK 2 BOLT OK 2 BOLT OK CASCADE ENGINE -K- 010410 -8 Page (0 of () 1/7/2010 i • ructural Concepts Engineering 1200 N. Jefferson Ste. Ste F Anaheim. CA 92807 Tel: 714.632.7330 Fax: 714.632.7763 By: S.P. Project: CASCADE ENGINE Project #: K -010410-8 Column Configuration: TYPE 1 SELECTIVE RACK Analysis conforms to Chapter H of the 9th Edition AISI ASD Manual. Section Properties Column Member= Struc C4x4.5 Aeff = 1.192 in ^2 Ix = 3.270 in ^4 Sx = 1.635 in ^3 rx = 1.656 in Iy = 0.256 in ^4 Sy = 0.237 in ^3 ry = 0.464 in Loads Fy= 50,000 psi Kx= 1.7 Lx= 60.0 in Ky= 1.0 Ly= 44.0 in Cm= 0.85 Pmax= 6,113 lb Column Stresses @ Level 1 Mmax= 22,852 in -lb Axial Analysis (b /r)x = (1.7 *60 in/1.656 in) (b /r)y = (1 *44 in/0.464 in) = 61.59 = 94.83 (ld /r)max= 94.83 Cc = (2n ^2EJFy) ^0.5 = 107.0 SINCE (KL/r)max < Cc, USE EQTN E2 -1 Fa = f 1- ((Id /r) ^2/2Cc ^2)lFy 5/3 + 3(1d /r) /8Cc - (kl/r) ^3/8Cc ^3 = 15,881 psi fa= P /AREA = 5,128 psi fa /Fa= 0.32 > 0.15 Bending Analysis fbx= M/S = 13,977 psi Fbx= 0.6 *Fy = 30,000 psi Fex= (12 *n ^2 *E) /(23 *(KL/r) ^2) fb /Fb= 0.47 = 39,361 psi 0<(1- fa /Fe)= Combined Stresses (H1 -1): fa /Fa + fbx /[Fbx * (1- fa /rex)] = 0.79 <_ 1.33 OK (H1 -2): fa /(0.6 *Fy) + fb /Fb = 0.64 <_ 1.33 OK CASCADE ENGINE -K -01041 O -8 Page 1 of ( 3 /7/2010 ructural Concepts Engineering 1200 N. Jefferson Ste. Ste F Anaheim. CA 92807 Tel; 714.632.7330 Fax: 714.632.7763 By: S.P. Project: CASCADE ENGINE Project #: K -010410 -8 Beam Configuration: TYPE 1 SELECTIVE RACK The beam to column connection is assumed to provide partial end fixity for the beam frame. The end moment calculated herein is added to the lateral force force portal moment when analyzing the connection capacity. Section Properties Beam Member= Struc C4x4.5 Beam at Level= 1 Beam Type= Structural Ix= 3.469 in ^4 Sx= 1.735 in ^3 Length =L= 108.0 in Lu= 54.0 in d /Af= 9.4 Loads DL= 4.5 1h, F Thickness= 0.137 in 4.000 in Beam Shape= Channel Impact Factor (a)= (1- 25 %/2)= 0.875 % End Fixity= 20 % 0 = 0.2 Mcenter= B *(wL ^2/8) = 0.864 *(wi ^2 /8) Mends= 0 *Mmax(fixed ends) = (wLA2/12)*0.2 = 0.0167 *wL ^2 Fb= 0.6 *Fy = 30,000 psi Fb-eff= 23,641 psi Live Load /Pair= 4,000 Ib Mcenter= 0.108 * wL ^2 = 23,800 in -Ib Bending Coeff B= 0.108/0.125 = 0.864 Mcenter= Mcenter(simple ends) - 0 *Mcenter(fixed ends) = wL ^2/8 - (0.2 * wLA2/12) = wL^2 /8 - wL ^2/60 = 0.108 * wL ^2 Fy= 50,000 psi Fb' = 12,000 /(lu *d /Af) = 12,000/(54 *9.4) = 23,641 psi Dead Load /Pair= (4.5 Ib /ft) * 2 * 108 in /12 = 81 Ib Mends= 0.0167 *wL ^2 = 3,680 in-Ib Dist Load =w= 18.9 Ib /in M= 23,800 in -Ib fb= (M /Sx) /a = 15,677 psi Bending Capcity= 6,102 Ib /pair Deflection <= == Critical fb /Fb= 15677 psi/23641 psi 0.66 <= 1.0, OK Defl- allow = L/180 = 0.600 in Deflection Capacity= 8,571 Ib /Pair Defl= B * [5wL^4 /(384 *E *Ix)] = [5 *18.9 Ib /in *(108 in)^4/(384 *29.5x10 ^6 psi * 3.469 in ^4)] *0.864 = 0.283 in <= 0.6 in, OK Allowable load per beam pair= 6,102 Ib CASCADE ENGINE -K -0 1 0410 -8 Page of ( ) 1/7/2010 structural G•. s rifP- ngineering 1200 N. Jefferson Ste, Ste F Anaheim, CA 92807 Tel: 714.632.7330 Fax: 714.632.7763 By: A.A. Project: CASCADE ENGINE Project P: K- 010410 -8 2 Bolt Beam to Column Connection Configuration: TYPE I SELECTIVE RACK Mconn max= Connector Type= 2 Bolt Shear Capacity ot bolt 1., 8" O P2 Standard Bolt Pattern P1 bolt Diam= 0.50 in Fv -bolt= 21,000 psi Ashear= (0.5 in) ^ 2 ' P 1/4 = 0.1963 in ^2 Fy= 50,000 psi Pshear= Ashear' Fv = 21,000 psi' 0.1963 in ^2 = 4,122 lb bearing Capacity ot Molt tcol= 0. 137 in Fu= 65,000 psi Bolt Diam= 0.500 in Ybearing= 1.2 ' bearing Area ' Fu = 1.2 ' 0.5 in dram ' 0.137 in ' 65000 psi = 5.343 lb > 4122 lb Moment Capacity ot bracket Edge Distance =E= 1 .00 in C= P I +P2 = PI +PI'(2 " /6 ") = 1.1 I ' PI Bolt Spacing= 4.0 in Fy= 50,000 psi tclip= 0.18 in Sclip= 0.140 in ^ 3 Mcap= Sclip ' Fbending C'd= Mcap = 1 . ! 1 = 0.14in ^3'0.66'Fy = 4,620 in-lb Pclip= Mcap /(1 . 1 1 d) = 4620 in -Ib /(I . 1 I • I in) Thus, P I = 4,122 lb = 4, 162 lb Mconn- allow= [P 1 '6 " +P 1 '(2'%6 ")'0.5'9' 1 .33 = 4122 LB16 " +(2%6 ")•29• I .33 = 36,640 in-lb > Mconn max, OK E = 1.00 in CASCADE ENGINE -K -0104 10 -8 Page 9 of t 3 1/7/2010 tural pts ngineering 1200 N. Jefferson Ste, Ste F Anaheim, CA 92807 Tel: 714.632.7330 Fax: 714.632.7763 By: 5- P Project: CASCADE ENGINE Proiect #: K -O 104 10-5 Transverse Brace Configuration: TYPE 1 SELECTIVE RACK I.-- D Diagonal Member= Struc L2 x L2 x 1/8 Horizontal Member= Struc 12 x L2 x 1/8 Frame Dimensions Area= 0.48 in ^2 Area= 0.48 in ^2 r min= 0.398 in r min= 0.398 in K= 1.0 K= 1.0 Fy= 36,000 psi G Bottom Panel Height =H= 44.0 in • Frame Depth =D= 48.0 in Column Width =B= 1.6 in Diagonal Brace Clear Depth= D- B *2 -4 " =d= 40.8 in Ldiag= [d ^2 + H ^2] ^0.5 = 60.0 in Typical Panel Configuration V= Vtransv= 1,322 Ib Vdiag= V *(Ldiag /D) = 1,653 Ib (kI /r)x = (1 *60 in/0.398 in) (kl /r)max= 150.75 = 150.75 Cc = (2n ^2E /Fy) ^0.5 = 126.1 ( KL/r)max > Cc, Eqtn E2 -2 Applies fa= P /AREA = 3,415 psi Check Weld Fa = 12n ^2E /23(kl /r)^2 Weld Tension= 1,653 Ib 23(kl/r) ^2 tweld= 0.125 in = 6,571 psi Lweld= 3.0 in Fweld= 70,000 psi fa /Fa= 0.52 <= 1.33 OK Weld Capacity= tweld *0.7071 *Lweld *0.3 *Fweld *1.33 = 7,425 lb 22.3% OK Horizontal Brace V= Vtransv= 1,322 Ib (Id /r)x = (1 *48 in/0.398 in) (kl /r)max= 120.60 = 120.60 Cc = (2n ^2E/Fy) ^0.5 = 126.1 (KL/r)max < Cc, Eqtn E2 -1 Applies Fa = 11- ((kl /r)A2 /2Cc^2)1Fv 5/3 + 3(kI /r) /8Cc - (kl /r) ^3/8Cc ^3 = 10,196 psi fa /Fa= 0.27 <= 1.33 OK fa= P /AREA = 2,731 psi Structural Concepts Engineering 1200 N. Jefferson Ste. Ste F Anaheim. CA 92807 Tel: 714.632.7330 Fax: 714.632.7763 By: S.P. Project: CASCADE ENGINE Project #: K -010410 -8 Anchors Configuration: TYPE 1 SELECTIVE RACK Loads Vtrans =V= 1,322 Ib DL/Frame= 225 Ib PL/Frame= 12,000 Ib Wst= (0.9 *DL +PL)total= 12,203 Ib LL © TOP= 4,000 Ib DL/Lvl= 75 Ib DL *0.90 = 68 Ib Lateral Ovt Forces= T(Fi *hi)= 185,082 in -Ib Total Dead Load per Bay =DL= 225 Ib Fully Loaded rack Frame Depth=D= 48.0 in Fltop- lvl =H= 180.0 in # Levels= 3 # Anchors /Base= 1 T 1 V tD� SIDF FI FVATION Vtrans= 1,322 Ib Movt= E(R *hi) *1.15 = 185082in -Ib * 1.15 = 212,844 in -Ib Top Level Loaded Only Mst= Wst * D/2 = 12202.5 Ib * 48 in /2 = 292,860 in -Ib T= (Movt- Mst) /D = (212844in -Ib - 292860 in- Ib) /48 in = -1,667 Ib No Uplift Critical Level= 3 V1 =Vtop= Cs * Ip * Ws >= 350 Ib = 0.16 * (4000 Ib) = 640 Ib V2=VDL= Cs *Ip *DL = 36 Ib Mst= (PL © top + 0.9 *DL- total) *D /2 = (40001b + 2251b *0.9) * 48 in /2 = 100,860 in -Ib Anchor Hgt @ Lvl 3= 180.0 in H to D ratio= 3.8 Movt= V1 *Fttop *1.15 + V2 * H/2 = 6401b* 180 in* 1.15 +361b* 180 in /2 = 135,720 in -Ib T= (Movt- Mst) /D = (135720 in -Ib - 100860 in- Ib)/48 in = 7261b Check (1) 0.5" x 3.25" Embed HILTI KWIKBOLT TZ anchor(s) per base plate. Special inspection is provided per ICC ESR 1917. Pullout Capacity=Tcap= 2,178 Ib L.A. City Jurisdiction? NO Shear Capacity=Vcap= 2,839 Ib Phi= 1 Tcap *Phi= 2,1781b Vcap *Phi= 2,8391b Fully Loaded: (661 Ib/2839 Ib) ^1 = 0.23 <= 1.0 OK Top Level Loaded: (726 Ib/2178 Ibyl + (320 Ib/2839 Ib) ^1 = 0.45 <= 1.0 OK CASCADE ENGINE -K -0104 10 -8 Page l of t 3 1/7/2010 Structural Concepts Engineering 1200 N. Jefferson Ste. Ste F Anaheim. CA 92807 Tel: 714.632.7330 Fax: 714.632.7763 By: S.P. Project: CASCADE ENGINE Project #: K- 010410 -8 Base Plate Configuration: TYPE 1 SELECTIVE RACK Section Baseplate= 4x4 - 1/8x1/2 Eff Width =W = 4.00 in Eff Depth =D = 4.13 in Column Width =b = 4.00 in Column Depth =d= 1.58 in L= 1.27 in Plate Thickness =t = 0.500 in Down Aisle Loads a = 1.00 in Anchor c.c. =2 *a =d = 2.00 in N =# Anchor /Base= 2 Fy = 36,000 psi P = 6,113 Ib Mbase =Mb = 0 in -Ib Axial Bearing stress =fa = P/A = P /(D*W) M1= wL ^2/2= fa *LA2 /2 = 370 psi = 300 in -Ib Moment Stress =fb = M/S = 6*Mb/[(D*BA2] Moment Stress =fb2 = 2 * fb * L/W = 0.0 psi = 0.0 psi Moment Stress =fbl = fb-fb2 = 0.0 psi M2= fbl *L ^2)/2 = 0 in -Ib M3 = (1/2) *fb2 *L *(2/3) *L = (1 /3) *fb2 *L ^2 Mtotal = M1 +M2 +M3 = 0 in -Ib = 300 in -Ib /in S -plate = (1)(t ^2)/6 = 0.042 in ^3 /in Fb = 0.75 *Fy *1.33 = 35,910 psi fb /Fb = Mtotal /[(S- plate)(Fb)] 0.20 OK Tanchor = (Mb- (P *0.9)(a)) /[(d) *N /2] Tallow= 2,178 Ib OK = -2,751 Ib No Tension CASCADE ENGINE -K -01 041 0 -8 Pagc k 2- of k 3 1 /7/20 1 O Structural Concepts Engineering 1200 N. Jefferson Ste. Ste F Anaheim. C 9280 7 T el: 714.632.7330 Fax: 714.632.7763 By: S.P. Project: CASCADE ENGINE Project #: K -010410 -8 Slab on Grade Configuration: TYPE 1 SELECTIVE RACK Ilii111111ii11111111111ii11111111111111i1111111i11111111111111111 ■311iilli■lliill 1111iil y 1 SLAB ELEVATION Base Plate B= 4.00 in D= 4.13 in Load Case 1: Product + Seismic DL 1 1 width =a= 4.00 in depth =b= 1.58 in Baseolate Plan View eff. Plate width =c= 4.00 in eff. Plate depth =e= 4.13 in I D -►1 Transverse Elev DL LL Concrete Soil fc= 2,500 psi fsoil= 1,000 psf tslab =t= 5.0 in Movt= 212,844 in -Ib phi =0= 0.65 Frame depth = 48.0 in Product DL =DL= 113 Ib PL= Product Lnad= 6,000 Ib P- seismic =Pe= (Movt/Frame depth) = 4,4341b Pse= DL +PL +Pe= 10,547 Ib (Strength Design Loads) Puncture I RMI Seciion 2 Z, egtn 5 Pu= 1.2 *DL + 0.85 *PL + 1.4 *Pe = 11,443lb Apunct= [(c +t) +(e +t)] *2 *t = 181.25 inA2 Fpunct= 2.66 *phi *sgrt(fc) = 86.5 psi fv /Fv= Pu /(Apunct *Fpunct) = 0.730 <= 1.0 OK Slab Bending Asoil= (Pse *144) /( fsoil) = 1,519 inA2 x= (L-y) /2 = 12.5 in Fb= 5 *(phi) *(fc) ^0.5/1.4 = 116.07 psi L= (Asoil)^0.5 = 38.97 in M= w*x ^2/2 = (fsoil *x ^2)/(144 *2) = 538.7 in -Ib y= (c *e)^0.5 + t *2 = 14.1 in S -slab= 1 *t ^2/6 = 4.17 in ^3 fb /Fb= M /(S- slab *Fb) = 1.114 <= 1.33, OK Load Case 2: Static Loads DL= 113 lb PL= 6,000 Ib DL +LL =Ps= 6,113 Ib Puncture Pu= 1.2 *DL + 1.4 *PL = 8,535 Ib Apunct= [(c +t) +(e +t)] *2 *t = 181 inA2 RMI Section 2.2, egtn 2 Fpunct= 2.66 *phi *sqrt(fc) = 86.5 psi fv /Fv= Pu /(Apunct *Fpunct) = 0.545 < =1.0 OK Slab Bending soil area based 0/7 un;actore• loads Asoil= (Ps *144) /( fsoil) = 880 ft"2 x= (L-y) /2 = 7.8 in Fb= 5 *(phi) *(fc) ^0.5/1.4 = 116.07 psi L= (Asoil) ^0.5 = 29.67 in M= w *x ^2/2 = (fsoil *x ^2)/(144 *2) = 211.4 in -Ib y= (c *e) ^0.5 + t *2 = 14.1 in S -slab= 1 *t ^2/6 = 4.17 in ^3 fb /Fb= M /(S- slab *Fb) = 0.437 <= 1.0, OK CASCADE ENGINE -K- 010410 -8 Page 1 3 of ( 1/7/2010 • • PE T PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D10 -010 PROJECT NAME: CASCADE ENGINE SITE ADDRESS: 18435 OLYMPIC AV S X Original Plan Submittal Response to Incomplete Letter # DATE: 01 -20 -10 Response to Correction Letter # Revision # After Permit Issued DEPARTMENTS: di`i4 Lidding Division Public Works n Auk Fire Prevention Structural n Planning Division Permit Coordinator 1 DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete n DUE DATE: 01 -21 -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 n No further Review Required REVIEWER'S INITIALS: DATE: n APPROVALS OR CORRECTIONS: DUE DATE: 02 -18 -10 Approved ❑ Approved with Conditions n 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 Untitled Page • • General /Specialty Contractor A business registered as a construction contractor with L8I 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 Phone Address Suite /Apt. City State Zip County Business Type Parent Company ENGINEERED PRODUCTS, A PAPE CO 2063943300 9883 40th AVE SO SEATTLE WA 98118 KING Corporation UBI No. Status License No. License Type Effective Date Expiration Date Suspend Date Specialty 1 Specialty 2 602684203 ACTIVE ENGINPC931 CO CONSTRUCTION CONTRACTOR 2/20/2007 2/20/2011 GENERAL UNUSED Other Associated Licenses License Name Type Specialty 1 Specialty 2 Effective Date Expiration Date Status ENGINSP142RA ENGINEERED STORAGE PRODUCTS CO CONSTRUCTION CONTRACTOR GENERAL UNUSED 12/1/1986 1/1 /2000 ARCHIVED GADCOMH991 K4 GADCO MATERIAL HANDLING LLC CONSTRUCTION CONTRACTOR GENERAL UNUSED 5/24/2001 1/3/2009 EXPIRED ENGINPI013JK ENGINEERED PRODUCTS INC CONSTRUCTION CONTRACTOR GENERAL UNUSED 4/12/19991 /6/2010 OUT OF BUSINESS Business Owner Information Name Role Effective Date Expiration Date CT CORP SYSTEMS AGENT 02/20/2007 SALMAN, DAVID E PRESIDENT 02/16/2007 RIECKE, ROBERT J SECRETARY 02/16/2007 SAYLOR, THOMAS H TREASURER 02/16/2007 HOLLINGSHEAD, DANNY W VICE PRESIDENT 02/16/2008 Bond Information Bond Bond Effective Expiration Cancel) Impaired Bond Received Page 1 of 2 https: // fortress .wa.gov /lni/bbip /Detail.aspx 02/05/2010 r 0 4__. Roll—Form Pallet Rack 0 3=C =""■.... = cw-fr-MOZ H Roll—Form Pallet Rack Roll—Form Pallet Rack Roll—Form r —11 0 11 0 0 120W -44D 0 0 F 16'-6" r r-- 0 0 0 21.=Z=1 ■=.: 11 11 11 II 4 11 g 0 17' II 0 0 0 1111 1-- II 003 1111 003 11 0 0 ill 4 11 1111 0 0 01 0% 11 II Fr- 1 0 II 073 Structural Rack w/Slope Leg 11 41(M.MNPIINIM 108W -44D 56,—W 108W -44D 108W -44D 0 03 a, oo 0 0 03 0 03 0 108W -44D 108W -44D 108W -44D 108W -44D Emergency Lighting .4- 03 0 0 1 Do 0 0 0' 03 0 03 0 co 0 0 0 03 0 0 oo 0 Path of Egress L-I / / 81• / / / / / / / / / Path 9f/ Egre-6s / 0 0 1—FOOT CANDLE AT WALKING SURFACE LEADING TO THE EXIT DISCHARGE DOORWAYS — IBC SECTION 1006 N WILL BE INSTALLED TO MEET AVG 1—FOOT CANDLE WITH NO LESS THAN ,1 CANDLE, IBC SECTION 106,4 - pol h ' vfrei75 COMMODITIES STORED — ENGINES AND ENGINE PARTS PLA\ 0 SCALE: 1/8" = PaiLE C FY 00 1-1 108" 4"x 4 1/8" x 1/2" • • " Permit No tA0 0 Pan review approval is subject to errors and omissions. itproval of construction documents does not authorize ihtc.: violation of any adopted code or ordinance. Receipt r approved Field Copy and conditions is acknowledged: By Date. City Of Tukwila BUILDING DIVISION - 48" 1/ • • 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 submittal and may include additional plan review fees. e,Li / rey o it\ r i/C 71v C ?Le— 1 1 0 1 0 REVIEWED FOR CODE COMPLIANCE APPROVED JAN 2 8 2010 1)1- [RIZ City of Tukwila BUILDING DIVISION RECEIVED JAN 2'0Z010 PERMIT CENTER DESCRIPTION Storage and Material Handling Specialists 9883 40TH AVENUE SOUTH Seattle, WA 98118 206 - 575 -6688 Li 206 - 394 -3300 0 0 LIJ CO �I- w o Z —0 (.9 z a. w 8 DRAWINGS PREPARED FOR DRAWN BY: B.HARRIS SCALE: STATED DATE: 01/12/10 JOB NO: xxx CHECKED BY: xxx SHEET NO. 1 OF SE .0to, 1 5/8" COLUMN NOTES: USE @ ALL COLUMN /BASE LOCATIONS TYP. TYP. 1/8" 2" 1 /8" DESCRIPTION BASE PLATE: 4" x 4 -1/8" DESCRIPTION COLUMN: STRUCT. CHANNEL DESCRIPTION BRACING: HORIZ. & DIAG. MATERIAL 1/2" THICK PLATE MATERIAL C4 "X4.5# MATERIAL 1/8" THICK STEEL YIELD ASTM A36, Fy= 36,000 PSI STEEL YIELD ASTM A572, Fy= 50,000 PSI STEEL YIELD ASTM A36, Fy=36,000 PSI NOTES: USE @ ALL BRACE LOCATIONS TYP. HORIZ. BRACE GENERAL CONFIGURATION OLUMN EAM CONNECTOR BASE PLATE NOT A DEPICTION OF THIS PROJECT 1 9/16 (2) 2"Q1 GR 5 BOLT DESCRIPTION 2 -BOLT CONNECTOR MATERIAL USE @ ALL BEAM TO COLUMN CONNECTION STEEL YIELD ASTM A572, Fy=50,000 PSI LOCATIONS TYP. 7 GAGE 1 5/8" C4" X 4.5# BASE PLATE 3 1/4" MIN. EMBED. 1/2" PERIODIC SPECIAL INSPECTION REQUIRED DURING INSTALLATION DESCRIPTION STRUCTURAL BEAM MATERIAL C4" X 4.5# STEEL YIELD ASTM A572, Fy= 50,000 PSI NOTES: USE @ ALL BEAM LOCATIONS TYP. DESCRIPTION HILTI KWIK BOLT TZ ANCHOR SIZE 1/2"0 x 3-1/4" MIN. EMBED, ESR# 1917 NOTES: SEE NOTE #4 FOR ANCHOR SPECS. TYPE 1 SELECTIVE RACK 108" 240" 80" 80" 48 "— 44" 44" 44" 44" 4 FRONT VIEW SIDE VIEW GENERAL PROJECT NOTES 1. DESIGNED PER THE REQUIREMENTS OF THE 2007 CBC 2, SEISMIC CRITERIA Ss =1.429, S1 = 0.489, Fa = 1.0, Fv = 1.511 Ip = 1.0 (NO PUBLIC ACCESS), Sds = 0.952, Sd1 = 0,493, OCC. CATAG. II, SITE CLASS D, SEISMIC DESIGN CLASS D, 3. STORAGE CAPACITY: 4000# PER LEVEL TYP. 4, ANCHORS HILTI KWIK BOLT TZ WEDGE ESR #1917,1/2 "0 x 3 -1/4" MIN. EMBED, OR POWER STUD +SD2 ESR #2502, 1/2"0 x3 -3/4" MIN. EMBEDMENT. (1) ANCHOR PER BASE PLATE. 5. SPECIAL INSPECTION IS REQUIRED DURING ANCHOR INSTALLATION. 6. EXISTING S.O.G. CONCRETE THICKNESS & COMPRESSIVE STRENGTH, 5" x 2500 PSI 7. SOIL BEARING PRESSURE 1000 PSF @ GRADE OR BETTER 8. ALL RACK INSTALLATIONS AND RACKS MANUFACTURED IN CONFORMITY WITH THIS STANDARD SHALL DISPLAY IN ONE OR MORE CONSPICUOUS LOCATIONS A PERMANENT PLAQUE EACH NOT LESS THAN 50 SQUARE INCHES IN AREA AND SHOWING THE MAXIMUM PERMISSIBLE UNIT LOAD IN CLEAR, LEGIBLE PRINT, 9. ALL BOLTS GR, 5 OR BETTER. INSTALL TO SNUG TIGHT FIT WITH ALL PLYS IN FLAT CONTACT 10. ALL WELDING PERFORMED IN THE SHOP OF AN APPROVED FABRICATOR BY AWS CERTIFIED WELDERS USING E70XX ELECTRODE OR BETTER. FIELD WELDS, IF ANY, SHALL BE PROVIDED UNDER THE SUPERVISION OF A LICENSED DEPUTY INSPECTOR. 11. THE CLEAR SPACE BELOW SPRINKLERS SHALL BE A MIN. OF 18" BETWEEN TOP OF THE STORAGE AND THE CEILING SPRINKLER DEFLECTOR. STORAGE RACK ELEVATION REVIEWED FOR CODE COMPLIANCE APP MED JAN 2 8 2010 City of Tukwila BUILDING DIVl IlM 0 N) W w z w w (/) Q 18435 OLYMPIC AVE. SOUTH TUKWILA, WA 98188 JAN 1 2 2010 RECEIVE JAN2O2010 SCE 1 OF 1 PERMIT CENTEy �. J JOB NO. K- 010410 -8 SHEET NO.