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Permit D10-330 - CASCADE ENGINE - STORAGE RACKS
CASCADE ENGINE 18435 OLYMPIC AV S 1310-330 City oPi'ukwila 0 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: Project Name: CASCADE ENGINE DEVELOPMENT PERMIT Permit Number: D10 -330 Issue Date: 01/26/2011 Permit Expires On: 07/25/2011 Owner: Name: ACCESS ROAD PARTNERS L L C Address: 18435 OLYMPIC AVE S , TUKWILA WA 98188 Contact Person: Name: KYLE BAUER Address: 9883 40 AV S , SEATTLE WA 98118 Contractor: Name: ENGINEERED PRODUCTS Address: 18271 ANDOVER PK W , TUKVVILA WA 98188 Contractor License No: ENGINPC931CO Phone: 206 394 -3332 Phone: 206 - 394 -3300 Expiration Date: 02/20/2011 DESCRIPTION OF WORK: INSTALL PALLET RACKING Value of Construction: $0.00 Fees Collected: $937.25 Type of Fire Protection: SPRINKLERS International Building Code Edition: 2009 Type of Construction: 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 -330 Printed: 01 -26 -2011 Permit Center Authorized Signature: • I kik!). .1. • Date: VI 0/1A ` t I hereby certify that I have read and e - ed this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied 'th, hether specified herein or not. The granting of this permit does not pres construction or th pe - orman to this permit. Signature Print Name: e to give authority to violate or cancel the provisions of any other state or local laws regulating am authorized to sign and obtain this development permit and agree to the conditions attached Date: / This 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 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 inspections for steel elements of buildings and structures shall be required. All welding shall be done by a Washington Association of Building Official Certified welder. 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: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. 9: ** *FIRE DEPARTMENT CONDITIONS * ** 10: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 11: 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) 12: 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) doc: IBC -7/10 D10-330 Printed: 01 -26 -2011 • 13: Clearance between ignition sources, such as light fixtures, heaters and flame - producing devices, and combustible materials shall be maintained m an approved manner. (IFC 305.1) 14: Flue spaces shall be provided in accordance with International Fire Code Table 2308.3. Required flue spaces shall be maintained. 15: 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. (WC 906.3) (NFPA 10, 3 -2.1) 16: 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 m 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) 17: 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) 18: Extinguishers shall be located in conspicuous locations where they will be readily accessible and inunediately 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. (IF'C 906.5) 19: 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) 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 mm) 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: Emergency lighting facilities shall be arranged to provide initial illumination that is at least an average of 1 foot -candle (11 lux) and a minimum at any point of 0.1 foot -candle (1 lux) measured along the path of egress at floor level. Illumination levels shall be permitted to decline to 0.6 foot -candle (6 lux) average and a minimum at any point of 0.06 foot -candle (0.6 lux) at the end of the emergency lighting time duration. A maximum -to- minimum illumination uniformity ratio of 40 to 1 shall not be exceeded. (IFC 1006.4) 23: 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) 24: 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) 25: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and #2051) 26: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 27: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at doc: IBC -7/10 D10 -330 Printed: 01 -26 -2011 (-6 CITY OF TUKINKA Community Develajihent Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.ci.tukwila.wa.us Building Pete No. D k, 0 — 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 Site Address: / 0`7 3C 01 L-1 iwp-C /4v2 S Tenant Name: C ACA�tr T-06 f or Property Owners Name: CACcei 1t C4)6/9 Mailing Address: / eY3s O /y.s -9rt 4 "ruews/6. /4-411- trp/( City King Co Assessor's Tax No.: 1 Setitl 0— Suite Number: Floor: New Tenant: ❑ Yes .No State Zip CONTACT PERSON - who do we contact when your permit is ready to be issued Name: K `-1 Mailing Address: 9?583 /O'`l' 4ve S E -Mail Address: kbaufr@ eppaA 2. Cc 0'1 Day Telephone: 5174-TT/ L= City Zo(c)-395/ 3332 L.t) /C 7T/ /' State Zip Fax Number: 706, S S lo% �' J GENERAL CONTRACTOR INFORMATION - (Contractor Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg 5)) Company Name: Ealof cre0(-- Vcoctuc k Mailing Address: ? 5153 4/o* A Contact Person: t KA u e r E -Mail Address: khc U e r wove - cow) Contractor Registration Number: Ek.)6 PtY1 -3 ( CO 5c-te &JA- 76// F. City State Zip Day Telephone: 7(9 (0 3 94/ 3 3 3 Fax Number: Z!) Cn 71-S— 21' M. Expiration Date: Z /ZO/( L ARCHITECT OF RECORD - All plans must be stamped by Architect of Record Company Name: l Oyx e.t.a 1-S Mailing Address: IZ0 4 lJ. econ S} , Sct,1 e n► C� i7&07 _ 1 Jr; City State Zip Contact Person: IO i3 ' tia ( Day Telephone: 7' / (o 3Z - 7 3 30 E -Mail Address: bo h P S c e A c . vy P �- Fax Number: 71 `( (o 32 7 7 (o .� ENGINEER OF RECORD - All plans must be stamped by Engineer of Record Company Name: Mailing Address: City Contact Person: Day Telephone: E -Mail Address: Fax Number: State Zip H:\Applications \Forms - Applications On Line \2010 Applications \7 -2010 - Permit Application.doc Revised: 7 -2010 bh Page 1 of 6 BUILDING PERMIT INFORMATION — 206 - 431 -3670 Valuation of Project (contractor's bid pr $ 22, 13/4 - ) -s Existing ilding Valuation: $ Scope of Work (please provide detailed information): J-- n i(o 41 -irn'i o )ct (e+ ii c k 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 t ere 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:\Applications\Forms- Applications On Line12010 Applications \7.2010 - Permit Application.doc Revised: 7 -2010 bh Page 2 of 6 Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC Is' Floor i I � ^„ �j�f G/-, 2nd 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 t ere 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:\Applications\Forms- Applications On Line12010 Applications \7.2010 - Permit Application.doc Revised: 7 -2010 bh Page 2 of 6 IDate Application Accepted: PERMIT APPLICATION NOTES — 4bicable to all permits in this application O 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 AUTHORIZEDtTO APPLY FOR THIS PERMIT. BUILDING OW OR - _ ' ED AGENT: Signature: Print Name: f `ALE 3 AUE—e- Date: /Z A /O Day Telephone: ZL (o ,� Ri/ 333 Mailing Address: c-1%3 '16 111 Ave S . a HIL 14J 4 98/ / L tty State Zip At to Date Application Expires: oceLobi If Staff Initials: H:\ Applications\Forms - Applications On Line\2010 Applications \7 -2010 - Permit Application.doc Revised: 7 -2010 bh Page 6 of 6 PLUMBING AND GAS PIPING PERO' INFORMATION — 206 -431 -3670 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 Plumbing work (contractor's bid price): $ Valuation of Gas Piping work ontractor's bid price): $ Scope of Work (please provide d , iled information): Building Use (per Int'l Building Code): Occupancy (per Intl Building Code): Utility Purveyor: Water: Sewer: Indicate type of plumbing fixtures and/or gas piping outlet •e tailed and the quantity below: Fixture Type: Qty Fixture Type: Q r 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) t.od -waste grinder, co'o. ercial Floor Drain Shower, single head trap Lavatory Was : ountain Receptor, indirect waste Sinks Urinals Water C' et Building sewer and each trailer park sewer Rain water system — per drain (inside building) Water heater . or vent Industrial w.'' ,.- treatment interceptor, in 't ,.ding trap and vent, except kitchen type grease interce • rs Each grease trap (connected to not more than 4 fixtures - <750 gallon capacity) Grease interceptor for commercial kitchen ( >750 gallon capacity) Repai r alteration of wat- •iping and/or water tre, ent equipment Repair or alteration o drainage or vent pipin Medical gas piping system serving 1 -5 inlets /outlets for a specific gas Each additional medical gas inlets /outlets greater than 5 -:ackflow 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:1Applications'.Forms- Applications On Line\2010 Applications17 -2010 - Permit Application.doc Revised: 7 -2010 bh Page 5 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. tukwi la. wa. us Parcel No.: 7888900121 Address: 18435 OLYMPIC AV S TUKW Suite No: Applicant: CASCADE ENGINE RECEIPT Permit Number: D10-330 Status: APPROVED Applied Date: 12/08/2010 Issue Date: Receipt No.: R11 -00146 Initials: User ID: Payee: JEM 1165 Payment Amount: $569.80 Payment Date: 01/26/2011 01:02 PM Balance: $0.00 LAURA OHRINGER, ENGINEERED PRODUCTS TRANSACTION LIST: Type Method Descriptio Amount Payment Credit Crd VISA Authorization No. 066410 ACCOUNT ITEM LIST: Description 569.80 Account Code Current Pmts BUILDING - NONRES STATE BUILDING SURCHARGE 000.322.100 565.30 640.237.114 4.50 Total: $569.80 doc: Receiot -06 Printed: 01 -26 -2011 • C City of Tu kwiia 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: D10-330 Status: PENDING Applied Date: 12/08/2010 Issue Date: Receipt No.: R10 -02452 Initials: User ID: JEM 1165 Payment Amount: $367.45 Payment Date: 12/08/2010 10:20 AM Balance: $569.80 Payee: LAURA OHRINGER, ENGINEERED PRODUCTS TRANSACTION LIST: Type Method Descriptio Amount Payment Credit Crd VISA Authorization No. 015503 ACCOUNT ITEM LIST: Description 367.45 Account Code Current Pmts PLAN CHECK - NONRES 000.345.830 367.45 Total: $367.45 doc: Receiot -06 Printed: 12 -08 -2010 f• 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 Permit Inspection Request Line (206) 431 =2451 G Otto-33 0 Projec : i Type of Inspection: t + - Address: 1 843 L'j p i . Date Called: Special Instructions: . - Date Wanted: '"r i a 2 -- I i7 G -if p.m. Requester: Phone G 77 41 40.3 ESApproved per applicable codes. • f .- Corrections required prior to approval. 2 'COMMENTS:, . - r. i p r v A A. .. • 1 • L i F _ • • - r • �' • , • ., • v e*".• ■ • ' • ,J •`� •• .. s • Inspey of: Date- 0;0 REINSPECTION 'FEE'EQUIRED. Prior to next inspection; fee must be ' e ' paid at 6300 Southcenter Blvd:;•Suite 100. Carl to schedule.reinspection. egiamazsectrumer.••--oirre...■1, agL•• .� ••x -s+d^ •••in. .r • : •• :TAR, . • • • . •• . • - . • J'�iat. t ry - •.�i+�, • 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 Permit Inspection Request Line (206) 431 -2451 /uk DI 0-330_ Pro''ecct: r yyk / Type of Inspection: _ S I Add dress / Date C ed: �• f- 1 • •.�e Special Instructions: • . Date Wanted: Z. —1-7 ._ /awn„ p.m. Requester: pvc:(.9_:„...„6:i....7 5 __80, 033 JApproved per applicable codes. Corrections required prior to approval. • �- COMMENTS: ' ,4 ` r 1 pi 0 J P. - J �..� -A Inspectq'F: j if (Date - 1 ( f REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be . paid at 6300 Southcenter Blvd:; Suite 100: can to schedule reinspection. Y'.,neea:,C4e..t._I -" .� „• .. ...• t RC rr.. /j... y.'�;e�y°..Q.�.F • . • -to.: .: Y'Go:P.m++ 4 INSPECTION NUMBER •r INSPECTION RECORD Retain a copy with permit 1o• - 3 $ PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 - - 206- 575 -4407 Project: G G o c d FA i.ot -c Type of Inspection: F.'# g- F.014-1 G .. Address: 1 Esy 3 ( Suite #•" 4319.,„ io. c. pa Contact Person: ► Special Instructions: Occupancy Type: . Phone No.: 06 . ZY— 3 Ia.° Approved per applicable codes. 1-1 Corrections required prior to approval. COMMENTS: Sprii kIers: Fire Alarm: Hood &Duct: Monitor: Pre -Fire: Permits: Occupancy Type: . o 1 c] ! -i) T e_ art: 0 #'i . .ie,n ,,Rlll C•,( 31.' el i_113 a tit) .77,14.1,rriIr _41... 14I 0)1a )be, P,tg 4, "AS 1-.. ..L., 5. Si( Y ✓l . C- 4 U "I?) . ix,..... _ • , - - -_. --- . - - - - --. r'± _1_ - - -- - - - - - - - - -- - - Needs Shift Inspection : - - Sprii kIers: Fire Alarm: Hood &Duct: Monitor: Pre -Fire: Permits: Occupancy Type: . .hnspect'or: f. 'I 5,- -3 • Date:. z/ 7y - Mrs.:. / $80.00 REINSPECTION 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 February 17, 2011 File: 11 -115 Building Official City of Tukwila Building Department 6300 Southcenter Blvd. Tukwila, WA 98188 Project: Address: Permit No.: Cascade Engine 18435 Olympic Ave. D10-330 A.A.R. TESTING LABORATORY, INC. CONSTRUCTION INSPEC IION AND MATERIAL TESL ING NATIONALLY ACCEPTED LABORATORY FEB REce vac) 2 2 20111 DEVELOPMENT 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. 1‘,11/A6/ latLeA Kimberle Anderson President CC: Engineered Products -Kyle Bower Tel: (425) 881 -5812 Fax: (425) 881 -5441 • 7126 180th Ave. NE • P.O. Box 2523 * Redmond, WA 98073 Structural 44440,4iteopi, oncepts ngineering REVIEWED FOR-- • CODE NCE COMPLIA 13191;tnvED JAN 2 0 2011 City of Tukwila BUILDINGZERNGINE Project Name : CA • °111711,,,,, 1200 N. Jefferson St, Suite F Anaheim, CA 92807 Tel 714.632.7330 Fax: 714.632.7763 e-mail: mail@sceinc.net Project Number : K-120210-11 bate : 12/03/10 Street Address : 18435 OLYMPIC AVE City/State : TUKWILA, WA 98118 Scope of Work : STORAGE RACK ° crr DEC 0 8 2010 PERMIT CENTER LA 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- 120210 -11 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 Other Configurations 14 CASCADE ENGINE- STRUCT K- 1 202 10- I I Page Z of / / 12/3/2010 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- 120210 -11 Design Data 1) The analyses conforms to the requirements of the 2009 IBC and the 2002 Rack Manufacturers Institute Sepecifications for Steel Storage Racks (RM1) and the ASCE 7-05, section 25.5.3 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 E70xoc 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 Beam 1 Product Beam Spacing Beam 4 Length -� Front View: Down Aisle (Longitudinal) Frame Column Beam to Column Connector Base Plate and Anchors Panel Height 1 Frame Depth 5.. tion A: Cross Aisle (Transverse ) Frame Horizontal Brace Diagonal Brace The components herein are designed within the guidelines of the 2009 IBC 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 - STRUCT .- 1 202 10- I I Page 3 of / y 1 2/3/20 I 0 Structural Concepts Engineering 1200 N. Jefferson Ste. S - F Ariah_eim_ CA 92807 Tel: 714.632.7330 Fax: 714.632.7763 By: S.P. Project: CASCADE ENGINE Project #: K- 120210 -11 Configuration & Summary: TYPE NEW STRUCT RACKING 216" 56" 60" 68" 108° 216' 16° 16" � 44" 44" 4s° IBC 2009 Seismic Criteria Ss= 1.382, Fa =1 # Bm Lvls 'Frame Depth 3 48 in Frame Height # Diagonals Beam Length 216 in 6 108 in Component Description STRESS Column Fy =50Ksi Struc C4x4.5 P =7613 Ib, M =31218 in-Ib 0.78 -OK Column Backer None None None N/A Beam Fy =50Ksi Lvi 1: Struc C4x4.5 w /(1) front to back braces Lu =54 in Capacity: 6041 Ib /pr 0.83 -OK Beam Connector Fy =50Ksi Lvl 1: 2 BOLT OK I Mconn =26016 in-Ib Mcap =36640 in-lb 0.71 -OK Brace - Horizontal Fy =36Ksi Struc L2 x 12 x 1/8 0.24 -OK Brace - Diagonal Fy =36Ksi Struc L2 x L2 x 1/8 0.47 -OK Base Plate Fy =36Ksi 8x5x3/8 I Fbdty= 0 in-lb 0.45 -OK Anchor 2 per Base 0.5° x 3.25° Embed HILTI KINIKBOLT TZ ICC ESR 1917, SPECIAL INSPEC. REQD, (T =858 lb) 0.26 -OK Slab 5" thk x 2500 psi slab. 1000 psf Soil Bearing Pressure 0.99 -OK Level Load Per Level (PL) 1 5,000 Ib 2 5,000 Ib 3 5,000 Ib Beam Spcg 68.0 in 60.0 in 56.0 in Brace 44.0 in 44.0 in 44.0 in 44.0 in 16.0 in 16.0 in Total: Story Force Story Force Column Column Conn. Beam Transv Longit. Axial Moment Moment Connector 283 Ib 169 lb 7,613 lb 31,218 °# 26,016 "# 2 BOLT OK 533 lb 319 lb 5,075 lb 11,651 "# 13,613 °# 2 BOLT OK 766 lb 458 lb 2,538 Ib 6,412 "# 7,788 °# 2 BOLT OK 1,582 lb 946 Ib Notes CASCADE ENGINE - STRUCT K- 1 202 10- I I Page 4 of /4/ 1 2/3/2010 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- 120210 -11 Seismic Forces Configuration: TYPE NEW STRUCT RACKING Lateral analysis is performed with regard to the IBC 2009 Sec_ 2208.1 and the 2002 RMI Sec 2.7.3. & ASCE 7 -05 sec 15.5.3 Transverse (Cross Aisle) Seismic Load Level 1 2 3 DL per Lv1= 75 Ib V= Cs *Ip *(LL *0.67 +1.0 *DL) Cs * Ip= 0.1540 Ws= (0.67 * PLRF * PL) + DL V,,, 0.015 = 10,275 Ib Eff Base Shear= 0.1540 Cs= 0.67 *2.5 *Ca /R >= 0.14 * 2/3 * Ss * Fa /1.4 = 0.1540 Vtransv= 0.154 * (225 Ib + 10050 Ib) = 1,582 lb ASD Loading (RMI Sec 2.5.1.2) PL (Product Load) PL *0.67*PLrf 5,000 Ib 3,350 Ib 5,000 Ib 3,350 Ib 5,000 Ib 3,350 Ib DL 75 Ib 75 lb 75 Ib hi 68 in 128 in 184 in wi *hi 232,900 438,400 630,200 Ss= 1.382 S1= 0.472 Fa= 1.000 Fv= 1.528 Ca= 0.4 *2/3*Ss *Fa= 0.3685 (Transverse) R= A.0 Ip= 1.0 PLRF= 1.0 FI R *hi 283.1 Ib 19,251 -# 532.9 Ib 68,211 -# 766.0 Ib 140,944-# 10,050 Ib 225 Ib Longitudinal (Downaisle) Seismic Load W=10275 Ib 1,301,500 1,582 Ib 1= 228,406 Ws= Cs * Ip= (0.67 * PLRF * PL) + DL 10,275 Ib Eff Base Shear= 0.0921 0.67 *1.2 *Cv /(R*T ^0.66) > =Vmin2 Vlong= = 0.0921 V,,;,,1= 0.015 Level PL (Product Load) 1 5,000 lb 2 5,000 Ib 3 5,000 Ib 0.0921 * (225 Ib + 10050 lb) = 946 Ib V„ a„2= O.14' 2i3'Ss'*a/t4= 0.0921 PL*0.67 3,350 Ib 3,350 Ib 3,350 Ib DL 75 Ib 75 Ib 75 Ib 10,050 Ib 225 Ib hi 68 in 128 in 184 in ASD Loading wi *hi 232,900 438,400 630,200 W=10275 Ib 1,301,500 T= :.00 sec PLRF= (Longitudinal ) R= b.0 Cv= 2/3 *51 *Fv= 0.4808 F 169.31b 318.7 Ib 458.1 Ib 946 Ib CASCADE ENGINE- STRUCT K-120210-1 I Pace S of 1 v/ 12/3/2010 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- 120210 -11 Downaisle Seismic Loads Configuration: TYPE NEW STRUCT RACKING Determine the story moments by applying portal analysis. The base plate is assumed to provide no fixity. Seismic Story Forces Vlong= 946 Ib Vco1= Vlong/2= 473 Ib F1= 1691b F2= 319 Ib F3= 458 Ib Seismic Story Moments Typical frame made Tributary area of twomlumns of rack frame N { L Mbase -max= 0 in-Ib < = == Default capacity Mbase -v= (Vcol *hleff) /2 = 15,609 in-lb < = == Moment going to base Mbase -eff= Minimum of Mbase -max and Mbase -v = 0 in -Ib M 1 -1= [Vcol * hleffj-Mbase -eff = (473 Ib * 66 in) -0 in-Ib = 31,218 in -Ib Mseis= (Mupper +Mlower) /2 front View Conceptual System M 2 -2= [Vcol- (F1) 12] * h2 = [473 Ib - 159.4 lbj *60 in/2 = 11,651 in-lb Mseis(1 -1)= (31218 in -Ib + 11651 in-lb)/2 Mseis(2 -2)= (11651 in-Ib + 6412 in-lb)/2 = 21,434 in -Ib = 9,031 in-Ib Side Vievt Typical Frame made of t.° columns t Top View Beam to Column Elevation Summary of Forces LEVEL 1 2 3 hi 68 in 60 in 56 in Axial Load 7,613 Ib 5,075 Ib 2,538 Ib Mconn- allow(2 Bolt)= 36,640 in-Ib Column Moment 31,218 in-lb 11,651 in-lb 6,412 in-lb Mseismic Mend -fixity Mconn 21,434 in-Ib 4,582 in -Ib 26,016 in -Ib 9,031 in-lb 4,582 in-Ib 13,613 in-Ib 3,206 in-lb 4,582 in-lb 7,788 in-Ib Beam Connector 2 BOLT OK 2 BOLT OK 2 BOLT OK CASCADE ENGINE - STRUCT K- 1 202 I 0 -1 I Page ' of / 7 12/3/2010 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- 120210 -11 Column Configuration: TYPE NEW STRUCT RACKING 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= 68.0 in Ky= 1.0 Ly= 44.0 in Cm= 0.85 Pmax= 7,613 lb Column Stresses @ Level 1 Mmax= 31,218 in-lb Axial Analysis (Id /r)x = (1.7*68 in/1.656 in) (kl /r)y = (1 *44 in/0.464 in) = 69.81 = 94.83 (kl /r)max= 94.83 SINCE (KL/r)max < Cc, USE EQTN E2 -1 Fa = f 1- (fkl /r) ^2 /2Cc ^211Fv 5/3 + 3(!d /r) /8Cc - (kl /r) ^3/8Cc ^3 = 15,881 psi = (2n^2E/Fy)^0.5 = 107.0 fa= P /AREA = 6,387 psi fa /Fa= 0.40 > 0.15 Bending Analysis fbx= M/S = 19,094 psi Fex= (12 *n ^2 *E) /(23 *(KL/r) ^2) = 30,645 psi 0<(1- fa /Fe)= Combined Stresses Fbx= 0.6 *Fy = 30,000 psi fb /Fb= 0.64 (H1 -1): fa /Fa + fbx /(Fbx * (1- fa /Fex)] = 1.04 5 1.33 OK (H1 -2): fa /(0.6 *Fy) + fb /Fb = 0.85 <_ 1.33 OK CASCADE ENGINE- STRUCT K 1 202 10- I I Page 7 of jL/ 12/3/2010 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- 120210 -11 Beam Configuration: TYPE NEW STRUCT RACKING 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= 4.5Ib /f` Thickness= 0.137 in Beam Shape= Channel Impact Factor (a)= (1- 25%R)= 0.875 4.000 in % End Fixity= 20 % 0 = 0.2 Mcenter= B*(wLA2/8) = 0.864 *(wL ^2 /8) Mends= 0 *Mmax(fixed ends) = (wL ^2/12) *0.2 = 0.0167 *wL ^2 Fb= 0.6 * Fy = 30,000 psi Fb-eff= 23,641 psi Live Load /Pair= 5,000 Ib Mcenter= 0.108 * wLA2 = 29,632 in -Ib Bending Coeff B= 0.108/0.125 = 0.864 Mcenter= Mcenter(simple ends) - 0*Mcenter(fixed ends) = wL ^2/8 - (0.2 * wL ^2/12) = 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 Iliad /Pair= (4.5 Ib /ft) * 2 * 108 in /12 = 81 Ib Mends= 0.0167*wL ^2 = 4,582 in-Ib Dist Load =w= 23.5 Ib /in M= 29,632 in-lb fb= (M /Sx) /a = 19,519 psi Bending Capcity= 6,041 Ib /pair Deflection < = == Critical fb /Fb= 19519 psi/23641 psi 0.83 <= 1.0, OK Defl- allow = L/180 = 0.600 in Deflection Capacity= 8,604 Ib /Pair Defl = B * [5wLI4 /(384*E*Ix)] = (5 *23.5 Ib/in *(108 in)^4/(384 *29.5x10A6 psi * 3.469 in ^4)] *0.864 = 0.351 in <= 0.6 in, OK Allowable load per beam pair= 6,041 Ib CASCADE ENGINE- STRUCT K-120210-11 Page " of f y 1 2/3/2010 s +na se. +i snail FP- nninv-o-rinn 1200 N. Jefferson Ste, Ste F Anaheim, CA 92807 Tel: 714.632.7330 Fax: 714.632.7763 By: A.A- Project: CASCADE ENGINE Project if: K- 120210-11 2 Bolt Beam to Column Connection Configuration: TYPE NEW STRUCT RACKING Mconn max= ::'h.O l c Connector Type= 2 Bolt Shear Capacity of bolt 1" 1E- 8" O P2 Standard Bolt Pattern P1 bolt Uiam= 0.50 in Fv -bolt= 21 ,000 psi Ashear= (0.5 in) "2 • Pi/4 = 0.1963 in ^ 2 Fy= 50,000 psi Pshear= Ashear • Fv = 21,000 psi' 0.1963 in"‘2 = 4,122 lb bearing Capacity of bolt tcol= 0.137 in Fu= 65,000 psi Bolt Diam= 0.500 in rbearmg= 1 .2 ' bearing Area ' Fu = 1.2 ' 0.5 in dram •0.1.37 in ' G5000 psi = 5,343 119 > 41 22 lb Moment Capacity of bracket Edge Distance =E= 1.00 in C= P I +P2 = P 1 +P 1 '(276 °) = 1.11'PI Dolt 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 1 = 0.14 in^3.0.66•Fy = 4,620 in -lb Pclip= Mcap/(I.1 I • d) = 4620 in -lb /(1 . I 1 • I in) Thus, P I = 4,122 112 = 4,162112 Mconn- allow= [1' I "G " +P 1 '(2 "/6 ")'0.5"]' 1 .33 = 41 22 L316 " +(2 " /6 ")*21' 1 .33 = 36,640 in-lb > Mconn max, OK d =E = 1.00 in CASCADE ENGINE - STRUCT K -1 202 10 -1 I Page g of %y 12/3/2010 StriKtural pts ngineering 1200 N. Jefferson Ste, Ste F Anaheim, CA 92807 Tel: 714.632.7330 Fax: 714.632.7763 Bv: S.P. Project: CASCADE ENGINE Transverse Brace Configuration: TYPE NEW STRUCT RACKING Project #: K- 1 202 I O- I I Diagonal Member = Struc L2 x L2 x 1/8 Area= 0.48 in ^2 r min= 0.398 in K= 1.0 Fy= 36,000 psi Frame Dimensions Horizontal Member = Struc 12 x L2 x 1/8 Area= 0.48 in ^2 r min= 0.398 in K= 1.0 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 Tvoical Panel Confiouration V= Vtransv= 1,582 Ib Vdiag= V *(Ldiag /D) = 1,978 Ib (kl /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 = 4,087 psi Check Weld Fa = 12n ^2E /23(kI /r) ^2 Weld Tension= 1,978 lb 23(kl/r) ^2 tweld= 0.125 in = 6,571 psi Lweld= 3.0 in Fweld= 70,000 psi fa /Fa= 0.62 <= 1.33 OK Weld Capacity= tweld *0.7071 *Lweld *0.3 *Fweld *1.33 = 7,425 Ib 26.6% OK Horizontal Brace V= Vtransv= 1,582 Ib (Id /r)x = (1 *48 in/0.398 in) (Id /r)max= 120.60 = 120.60 Cc = (2n ^2E/Fy)^0.5 = 126.1 (KL/r)max < Cc, Eqtn E2 -1 Applies Fa = f 1- ((kl /r) ^2 /2Cc^2)1Fy fa= P /AREA 5/3 + 3(ld /r) /8Cc - (kl /r) ^3/8Cc ^3 = 3,269 psi = 10,196 psi fa /Fa= 0.32 <= 1.33 OK Structural Concepts Engineering 1200 N. Jefferson Ste. Ste FAnahejln. CA92807 Tel: 714.632.7330 Fax: 714.632.7763 By: S.P. Project: CASCADE ENGINE Project #: K- 120210 -11 Anchors Configuration: TYPE NEW STRUCT RACKING Loads Vtrans =V= 1,582 Ib DL/Frame= 225 Ib PL/Frame= 15,000 Ib Wst= (0.9 *DL +PL)total= 15,203 Ib LL @ TOP= 5,000 Ib DL/LvI= 751b DL *0.90 = 68 Ib Lateral Ovt Forces= E(R *hi)= 228,406 in-lb Total Dead Load per Bay =DL= 225 Ib Fully Loaded rack Frame Depth =D= 48.0 in Htop -M=1= 184.0 in # Levels= 3 # Anchors /Base= 2 • V fD� 911F Fl FVATION Vtrans= 1,582 Ib Movt= I(R *hi) *1.15 = 2284061n -Ib * 1.15 = 262,667 in-Ib Top Level Loaded Only Mst= Wst * D/2 = 15202.5 Ib * 48 in /2 = 364,860 in-Ib T= (Movt- Mst) /D = (262667in-lb - 364860 in- Ib) /48 in = -2,129 Ib No Uplift Critical Level= 3 V1 =Vtop= Cs * Ip * Ws >= 350 Ib = 0.154 * (5000 Ib) = 770 Ib V2 =VoL= Cs *Ip *DL =341b Mst= (PL @ top + 0.9 *DL- total) *D /2 = (5000 Ib + 225 Ib *0.9) * 48 in /2 = 124,860 in-Ib Anchor Hgt @ Lvl 3= 184.0 in 11 to D ratio= 3.8 Movt= V1 *Htop *1.15 + V2* H/2 = 7701b *1841n *1.15 +341b *184 1n /2 = 166,060 in-Ib T= (Mont- Mst) /D = (166060 in -Ib - 124860 in- Ib) /48 in = 858 Ib Check (2) 0.5" x 3.25" Embed HILTI KWIKBOLT TZ anchor(s) per base plate. Special inspection is provided per ICC ESR 1917. Pullout Capadty=Tcap= 2,178 Ib L.A. City Jurisdiction? NO Shear Capacity =Vcap= 2,839 Ib Phi= 1 Tcap *Phi= 2,178 Ib Vcap *Phi= 2,839 Ib Fully Loaded: (3961b/2839 Ib) ^1 = Top Level Loaded: (429 lb/2178 lb) ^1 + (193 Ib/2839 Ib)^1 = 0.14 <= 1.0 OK 0.26 <= 1.0 OK CASCADE ENGINE- STRUCT K-120210-11 Page fj of ix 12/3/2010 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- 120210 -11 Base Plate Configuration: TYPE NEW STRUCT RACKING Section Baseplate= 8x5x3/8 Eff Width =W = 8.00 in Eff Depth =D = 5.00 in Column Width =b = 4.00 in Column Depth =d= 1.58 in L = 2.00 in Plate Thickness =t = 0.375 in Down Aisle Loads a = 3.00 in Anchor c.c. =2 *a =d = 6.00 in N =# Anchor /Base= 2 Fy = 36,000 psi P = 7,613 Ib Mbase =Mb = 0 in -Ib Axial Bearing stress =fa = P/A = P /(D*W) M1= wLA2 /2= fa *LA2 /2 = 190 psi = 381 in -Ib Moment Stress =fb = M/S = 6 *Mb /[(D*BA2) Moment Stress =fb2 = 2 * fb * L/W = 0.0psi = 0.0psi Moment Stress =fbl = fb-fb2 = 0.0 psi M2= fb1 *LA2) /2 = 0 in -Ib M3 = (1 /2) *fb2 *L *(2/3) *L = (1 /3) *fb2 *LA2 Mtotal = M1 +M2 +M3 = 0 in-Ib = 381 in -Ib /in S -plate = (1)(t"2)16 = 0.023 inA3 /in Fb = 0.75 *Fy *1.33 = 35,910 psi fb /Fb = Mtotal/[(S- plate)(Fb)] = 0.45 OK Tanchor = (Mb-(P *0.9)(a)) /[(d) *N /2] Tallow= 2,178 Ib OK = -3,426 Ib No Tension 1 CASCADE ENGINE - STRUCT K-120210-11 Page / L of ! y 12/3/2010 Structural Concepts Engineering 1200 N. Jefferson Ste. SteF Anaheim, CA 92807 Tel: 714.632.7330 Fax: 714.632.7763 By: S.P. Project: CASCADE ENGINE Slab on Grade Configuration: TYPE NEW STRUCT RACKING Project #: K- 120210 -11 IIP!flIflI!II.IliilliiilhiDIilli IIIillhilliillli illill UhiillillliillliiltiiIIVilliillillI ]'Bll 1 x DL ♦ I I DL LL SLAB ELEVATION Base Plate B= 8.00 in width=a= 4.00 in D= 5.00 in depth =b= 1.58 in Load Case 1: Product + Seismic Basenlate Plan view eff. Plate width=c= 8.00 in eff. Plate depth =e= 5.00 in Concrete Pc= 2,500 psi tslab =t= 5.0 in phi =0= 0.65 Transverse Elev Soil fsoil= 1,000 psf Movt= 262,667 in -Ib Frame depth = 48.0 in Product DL =DL= 113 Ib PL= Product Load= 7,500 Ib P- seismic =Pe= (Movt/Frame depth) = 5,4721b Pse= DL +PL +Pe= 13,085 Ib (Strength Design Loads) Puncture Pu= 1.2 *DL + 0.85 *PL + 1.4 *Pe = 14,171 Ib Apunct= [(c +t) +(e +t)] *2 *t = 230.0 in ^2 Slab Bending Fpunct= 2.66 *Phi *sgrt(Pc) = 86.5 psi fv /W= Pu /(Apunct *Fpunct) = 0.713 <= 1.0 OK Asoil= (Pse *144) /( fsoil) = 1,884 in ^2 x= (L -y) /2 = 13.5 in Fb= 5 *(Phi) *(Pc) ^0.5/1.4 = 116.07 psi L= (Asoii) ^0.5 = 43.41 in M= w*x ^2/2 = (fsoil *x ^2)/(144 *2) = 636.6 in-Ib y= (c *e) ^0.5 + t *2 = 16.3 in S stab= 1 *t ^2/6 = 4.17 in^3 fb /Fb= M /(S- slab *Fb) = 1.316 <= 1.33, OK Load Case 2: Static Loads DL= 113 Ib PL= 7,500 Ib DL +LL=Ps= 7,613 Ib Puncture Pu= 1.2 *DL + 1.4 *PL = 10,635 Ib Apunct= [(c +t) +(e +t)] *2 *t = 230 in ^2 RMI Section 2.2 eotn 2 Fpunct= 2.66 *phi *sgrt(Pc) = 86.5 psi fv /Fv= Pu /(Apunct *Fpunct) = 0.535 < =1.0 OK Slab Bending soil area based on unfactored loads Asoil= (Ps *144) /(fsoil) L= (Asoil) ^0.5 = 1,096 ft^2 = 33.11 in x= (L-y) /2 = 8.4 in Fb= 5 *(phi) *(Pc) ^0.5/1.4 = 116.07 psi M= w*x ^2/2 = (fsoil *x ^2)/(144 *2) = 244.5 in-Ib y= (c *e)^0.5 + t *2 = 16.3 in S -slab= 1 *t ^2/6 = 4.17 in ^3 fb /Fb= M /(S- slab *Fb) = 0.506 <= 1.0, OK CASCADE ENGINE - STRUCT K- 1 202 10- I I Page %.5 of /y 1 2/3/20 I 0 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- 120210 -11 Configuration & Summary: TYPE NEW ROLL FORM RACK HMH 60" 192" 60" 60" n 1 96" k 192" I 12" 42" 42" 42" 42" .L IBC 2009 Seismic Criteria # Bm Lvls Frame Depth Frame Height # Diagonals Beam Length Ss= 1.382, Fa =1 3 44 in 192 in 5 96 in Component Description STRESS Column Fy =55Ksi Hannibal IF3014- 3x3x14ga P =6128 Ib, M =14156 in -Ib 0.93 -0K Column Backer None None None N/A Beam Fy =55Ksi Lvi 1: HMH 36160/3.75" Face x 0.06" thk Lu =96 in Capacity: 4215 Ib /pr 0.95 -0K Beam Connector Fy =55Ksi Lvl 1: 3 PIN OK I Mconn =15926 in -lb Mcap =16922 in -Ib 0.94 -0K Brace - Horizontal Fy =55Ksi Hannibal 1-1/2x1-1/2x16ga 0.2 -0K Brace - Diagonal Fy =55Ksi Hannibal 1-1/2x1-1/2x16ga 0.31 -OK Base Plate Fy =36Ksi 8x5x3/8 I Flxity= 8000 in -Ib 0.79 -0K Anchor 2 per Base 0.5" x 3.25" Embed HILTI KWIKBOLT 17 ICC ESR 1917, SPECIAL INSPEC. REQD, (T =863 Ib) 0.25 -0K Slab 5" thk x 2500 psi slab. 1000 psf Soil Bearing Pressure 0.75 -0K Level Load Per Level (PL) 1 4,000 lb 2 4,000 Ib 3 4,000 Ib Beam Spcg 60.0 in 60.0 in 60.0 in Brace 42.0 in 42.0 in 42.0 in 42.0 in 12.0 in Total: Story Force Story Force Column Column Conn. Beam Transv Longit- Axial Moment Moment Connector 2131b 127 lb 6,128 Ib 14,156 "# 15,926 "# 3 PIN OK , 426 Ib 255 Ib 4,085 Ib 9,551 "# 11,713 "# 3 PIN OK 6391b 382 lb 2,043 Ib 5,730 "# 6,938 "# 3 PIN OK 1,277 Ib 764 Ib Notes CASCADE ENGINE -ROLL K-120210-1 I Page 14 of 11-1- 12/3/2010 RECEIVED DEC 14 2010 PERMIT CENTER FILE COPY REVIEWED FOR CODE COMPLIANCE a poPnven 2 u 2u11 INCOMPLETE to 3 3 PERMIT CENTER DEC 14 2n" PERMIT CENTS) • • 1 Jim Haggerton, Mayor Dep.•i rtme t of Community D evelopme r: t Jack Pace, Director ecember 27, 2010 Kyle Bauer Engineered Products 9883 40th Av S Seattle, WA 98118 RE: Correction Letter #1 Development Permit Application Number D10 -330 Cascade Engine —18435 Olympic Av S Dear Mr. Bauer, 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 and Fire Departments. At this time the Planning and Public Works Departments have no comments. Building Department: Allen Johannessen at 206 433 -7163 if you have questions regarding the attached memo. Fire Department: Al Metzler at 206 575 -4407 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, Bill Rambo Permit Technician encl File No. D10 -330 W:\Permit Center \Correction Letters \2010\D10 -330 Correction Letter #1.DOC 6300 Southcenter Boulevard, Suite #100 © 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: December 16, 2010 Project Name: Cascade Engines Permit #: D10 -330 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 floor plan only shows the one exit. The other exit appears to lead to another space. Provide a floor plan that clearly identifies all designated emergency exits from this space that lead to a public way. Provide dimensions that identify the length of travel from the most remote point to the exits. Should there be questions concerning the above requirements, contact the Building Division at 206 -431- 3670. No further comments at this time. Tukwila Fire Prevention Bureau Al Metzler, Fire Project Coordinator Fire Prevention Bureau Review Memo Date: Project Name: Address: Permit #: Plan Reviewer: December 23, 2010 Cascade Engines 18435 Olympic Ave S D10 -330 Al Metzler, Fire Project Coordinator The Fire Prevention Bureau 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. 1. Total high -piled combustible storage area exceeds 12,000 square feet. Smoke vents are required per International Fire Code Table 2306.2. 2. Submit a drawing to scale, showing the location and dimensions of all smoke vents in the high -piled combustible storage area. 3. Submit manufacturer's data sheets detailing operation method of smoke vents and compliance with UL 793. Should there be questions concerning the above requirements, contact the Fire Prevention Bureau at 206 - 575 -4407. No further comments at this time. • E N G I N E E R E D PRODUCTS A PAPS COMPANY Engineered Products. A Pape Company 9883 40th Avenue South Seattle, WA 98118 www.eppape.com tel 206 394.3300 800 735.7153 fax 206 575.6688 This letter is in response to an Incomplete Letter #1 regarding Development Permit No. 010 -330 for Cascade Engine located at 18435 Olympic Ave S. Fire Department: Types of products to be stored on racks: Engines and engine parts (class 3) Maximum Storage Height: 20' top of Toad Ceiling Height: 29' Existing Sprinkler Density: .34/5000, dual riser system Kyle Bauer Engineered Products 206 - 394 -3332 kbauer @eppape.com INCOMPLETE LTR# 1 RECEIVED DEC 142010 PERMIT CENTER December 9, 2010 ID Jim Haggerton, Mayor ep.•t rtme t of Community Developme, t Jack Pace, Director Kyle Bauer Engineered Products 9883 40th Av S Seattle, WA 98118 RE: Incomplete Letter #1 Development Permit No. D10 -330 Cascade Engine —18435 Olympic Av S Dear Mr. Bauer, This letter is to inform you that your permit application received at the City of Tukwila Permit Center on December 8, 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: Fire Department: Alan Metzler at 206 575 -4407 if you have any questions regarding the attached comments. 1. Provide information on types of products to be stored on racks, maximum storage height, ceiling height and existing sprinkler density. 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 -330 W:\Permit Center \Incomplete Letters\2010\D10- 330 Incomplete Ltr #1.DOC 6300 Southcenter Boulevard, Suite #100 0 Tukwila, Washington 98188 0 Phone: 206 -431 -3670 ® Fax: 206 - 431 -3665 � FIRPArrcooaDCOPO PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D10 -330 DATE: 01/12/11 PROJECT NAME: CASCADE ENGINE SITE ADDRESS: 18435 OLYMPIC AV S Original Plan Submittal X Response to Correction Letter # 1 Response to Incomplete Letter # Revision # after Permit Issued DEPARTMENTS: PL' g wG \1i ull In I Islon Public Works i innWon Preve tlo Planning Division ❑ ❑ Structural ❑ Permit Coordinator ❑ DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: Incomplete n DUE DATE: 01/13/11 Not Applicable n Permit Center Use Only INCOMPLETE LETTER MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: LETTER OF COMPLETENESS MAILED: TUES/THURS ROUTING: Please Route Structural Review Required No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions Notation: REVIEWER'S INITIALS: DUE DATE: 02/10/11 Not Approved (attach comments) ❑ DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents/routing slip.doc 2 -28 -02 • COPY PLAN riEVIE� /ROUTING SLIP ACTIVITY NUMBER: D10 -330 PROJECT NAME: CASCADE ENGINES SITE ADDRESS: 18435 OLYMPIC AV S Original Plan Submittal Response to Correction Letter # DATE: 12 -14 -10 X Response to Incomplete Letter # 1 Revision # After Permit Issued DEPA'TMEN S: Public Works Fire Prevention Structural Planning Division Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 12 -16 -10 Complete Incomplete Not Applicable ❑ Comments: Permit Center Use Only INCOMPLETE LETTER MAILED .7 .. LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldc Fire ❑ Ping ❑ PW ❑ Staff Initials: %_ r� TUES/THURS ROUTING: Please Route ❑ Structural Review Required ❑ No further Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 01-13-11 Approved Approved with Conditions n Not Approved (attach comments) Xt Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: 13----)--1 Departments issued corrections: Bldg Fire Ping ❑ PW ❑ Staff Initials: Documents /routing slip.doc 2 -28 -02 *ERMiTC00RDCOPY 411 PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D10 -330 DATE: 12/08/10 PROJECT NAME: CASCADE ENGINE SITE ADDRESS: 18435 OLYMPIC AV S X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # after Permit Issued DEPARTMENTS: Building Division Public Works 11 n Fire Prevention Planning Division Structural ❑ Permit Coordinator n DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 12/09/10 Complete ❑ Comments: Incomplete Not Applicable ❑ Permit Center Use Only INCOMPLETE LETTER MAILED: CH 0 Departments determined incomplete: Bldg ❑ LETTER OF COMPLETENESS MAILED: Fire Ping ❑ PW ❑ Staff Initials: (44 TUES /THURS ROUTING: Building Please Route ❑ Structural Review Required REVIEWER'S INITIALS: No further Review Required 111 DATE: APPROVALS OR CORRECTIONS: DUE DATE: 01/06/11 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 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 SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: ❑ Response to Incomplete Letter # Response to Correction Letter # 1 ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Plan Check/Permit Number: D10-330 Project Name: Cascade Engine Project Address: 18435 Olympic Av S Contact Person: &LC: Et Phone Number: 206 - 314- 333Z_ CITY CI JAN 121011 PktitacENTEA Summary of Revision: .��'/ r.r�vl,D -,+5tk. t�QiLC1� Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: 4/t Entered in Permits Plus on 6(I��1 i-COP \applications \forms - applications on line \revision submittal Created: 8 -13 -2004 Revised: • City of Tukwila 0 Steven Al 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: Plan Cheek/Permit Number: D10-330 ® 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: Cascade Engine Project Address: 18435 Olympic Av S Contact Person: l 61—�U (A QA Summary of Revision: Phone Number: 70(0-3Cl `i ^ 2 HiAk Lt. ,cl t OrilteMlIOARA IQEC 1 4 PERMIT CENTER Sheet Number(s): "Cloud" or highlight all areas of revision including date of revi on Received at the City of Tukwila Permit Center bv: -( Entered in Permits Plus on � -� t L .( U \applications \forms - applications on Ime \revision submittal Created: 8 -13 -2004 Revised: Contractors or Tradespeople Per 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 ENGINEERED PRODUCTS, A PAPE CO UBI No. 602684203 Phone 2063943300 Status Active Address 9883 40Th Ave So License No. ENGINPC931C0 Suite /Apt. License Type Construction Contractor City Seattle Effective Date 2/20/2007 State WA Expiration Date 2/20/2013 Zip 98118 Suspend Date County King Specialty 1 General Business Type Corporation Specialty 2 Unused Parent Company er 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 GADCOMH991K4GADCOMATERIAL HANDLING LLC Construction Contractor General Unused 5/24/2001 1/3/2009 Expired ENGINPI013JK ENGINEERED PRODUCTS INC Construction Contractor General Unused 4/12/1999 1/6/2010 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 Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Page 1 of 1 Bond AmountlReceived Date 1 FIDELITY i3 DEPOSIT CO OF MD 08748464 02/13/2007 Until Cancelled https:// fortress .wa.gov /lni/bbip/Print.aspx 01/26/2011 RCl,tiJit' 't :ti r1/4)11: Mechanical Electrical Plumbing Gas Piping c Fat rA City of Tukwila BUILDING DIVIS! HTECTLHAL SITE P i\ \ SCALE: NTS IONS No eMan --- ' be darn a to the scope of wc..,• .•,»,,,ut prior approval of Tukwila Building Division. NOTE: Revisions will require a new plan submittal may! i additional plan rev,ow fees. ;LE COPY Permit N51. n I 0 Plan review approval is subject to errors and omiss1 . Approval of constntion documents does not authce the violation of any' -a'-."�a _-�_ or ordinance. RecE of approved s is ackno rh,\ ��yy;� C) .'7 LxJ BY 06 "` Tukwila BUILui ; DIVISI ©N cip"cnirlD c ik DEC 0 8 2010 ENTER compone Z ttl co co rn a 0 W 00 CO O) 0 D 0) rr ) �V DRAWN BY K . ['AU ER a i'Ci9 LI. : STATED DAAT]': 1 1.11. 10 R)B NO: CE— 0 11 0 HEFT NO. 0P' ) SHEETS 254' 6" Exit Sign and Lightin Roll-Form I II Pallet Rack 0 120W -44D 1 o I t o II 11111 11311 " 0 „ it 0 I I 1131 0 .. 0 ., co 0 120W -44D 120W -44D 120W -44D 120W -44D )II -Form let Rack ftI1 4 ID II H dam' 0 NL Phof Egress 011 H: I 0 0 Roll -Form 11 11 Pallet Rack 120W -44D ' 120W -44D Path of — Egress 1311113 0 0 �H 13 III 3 II co 0 �H o O II 31 II II co O O 0 0 3 0 IIII II co 0 Hfl co O �3II11311 O 0 J 0 .1 �� 0 ., X31111co 0 0 " O O II311N3II 0 0 11311113 II CO CO j Structural Rack w /Slope Leg E- 108W -44D 108W -44D 44" X 96" 44" X 96 "144" X 96 "144" X 96" 44" X 96" 44" X 96 "144" X 96 "144" X 96" 44" X 96 "� Path of Egress 1h' -3" " 0 n n 0 II 11 II 3 II CO 11 ° u ❑u ° o 0 . 11311 1131 O 0 ., �. C1 11 11 O 11 11311 II3II II 0 II II o it ci dtructural 3 11°0 3 II Rack ° II II 0 II �. Q II 11 Q 11 11311 11311 II ° II II ° II Emergency Lighting 0 n n 0 1 3 0.. .0 Path' EgT of ss Patf-1 of Egress r Rolt -Form Pallet Rack 44" X 96" 44" X 96" 44" X 96 44" X 96" 44" X 96" 44" X 96" 0 co CO 0 00 X 0 CO • CO X 0 4- 0 co > 4p a X 0 cct x 0 0 x 0 4- X x 03 ❑ 48" X 108 48" X 108" 48" Xg08" T Structural Rack Path of Egress 172 -6" 1 -FOOT CANDLE AT WALKING SURFACE LEADING TO THE EXIT DISCHARGE DOORWAYS - IBC SECTI ❑N 1006 EMERENGCY LIGHTING AT PATH OF EGRESS TO BE INSTALLED TO MEET AVG 1 -FOOT CANDLE WITH NO LESS THAN .1 CANDLE. IBC SECTION 106.4 COMMODITIES STORED - ENGINES AND ENGINE PARTS NOTE: THE EGRESS AND LIGHTING WAS PREVIOUSLY INSPECTED AND APPROVED IN PERMIT #D10 -010 PLA\ VIEW SCALE: 3/32" = ff = EXISTI \G RAC Path of E ress NEW RACK 00 00 00 96' [ 4000 LBS 4000 LBS 4000 LBS 108" 1 1 N rn NEW ROLL FORMED PALLET RACK 6 [ 5000 LBS 5000 LBS [ 5000 LBS 1 1 1 \o N NEW STRUCTURAL PALLET RACK 4 44" 48" REVIEWED FOR CODE COMPLIANCE �PPPfuFf JAN 2 u 2111 City of Tukwila BUILDING nivicInhi Engineer of Record Structural Concepts Engireering, 1200 N. Jefferson St., S e. F Anaheim, Ca. 92807 (714) 632.7330 DESCRIPTION A M R b CO Storage and Material Handling Specialists Seattle, WA 98118 9883 40TH AVENUE SOUTH 206 - 575 -6688 X 0 Phone: 206 -394 -3300 0 W CL W U W Z _ 0 tY Z p„ W za. 8 a The P.E. certification provided herein by SCE, Inc. pertains to tl, storage rack components only. A other comr onents are outside tlw scope of th's certification. ttO33b LFVAT o\ V EW SCALE: 1/4" = 1' -0" E/ tyf: Jr. :i cmrR�u+ DEC 082010 PERMIT CENTER G: 0 2 w z z W W� a0 N U( U)-8 0 0'2 DRAWN BY: K.BAUER ' SCALE :: F TED ,DATE: J /11.11.10 JOB NO: -,,CE -10710 `CHECKED BY: KB SHEET NO. OF 2 SHEETS Exit Sign and Lighting FIRE PREVENTI ❑N BUREAU NOTE: SMOKE VENTS : 97A AT 286 DEGREES SPRINKILERS 1 WHITE - 212 DEGREES 254' 6• FO8W-44D = EXISTING RACK Path of Egress 49. -6• = NEW RACK .......... .......... ........... .......... = SMOKE VENT / Path / of Egress / / .ath of Egres- .......... MOON .......... 74' -2' ............. .......... .......... .......... .......... Path of Egress s �at —Ma tr6 —MOZ l ' at —MOZ L [i1t—MOL Utt -MOZ L ' Roll-Form —A Pallet Rack latt-niz t'tt. —MZ l at.t• —MOZ l ❑ _ a 6i—MOZ L ate —A0Zl att —MOZ aii7- MOZI ' F— Roll -Form Pallet Rack I I 0 N Ott• —MOZ L ' alt —MOZ� alt• —MOZ L I at.t• —MOZ 4[ItivMOZJ Rol I -Form Pallet Rack .......... Path of dress 64' -7• 120W -44DJ Roll-Form Pallet Rack 16. -6• 11 0 Nt III 0 N 1/ 0 11 0 I n O N 0 - N p p .p _. 0 3 11� 3 I 3 II CO CO O. r D2Vo2I U2d PcLth /of ❑ Egress 0 co 0 0 d' ill 0 I 17• 0 III co O 0 0 II 0 0 11 d co 0 0 d' to II O n N� g 0 u Structural Rack w /Slope Leg 0 CO 0 III� 0 .. O 108W -44D 11 0 II II II II co co 11 r 44 "X96" 44 "X96" 44 "X96" 44 "X96" 44 "X96" 44 "X96" 44 "X96" 44 "X96" 44 "X96" Path of Egress t -Roll -Form Pallet -Rack Path of -Egress Exit Sign and Lightin 44" X 96" 44" X 96" 44" X 96" 44 ►;�I;.;4;J;;.;u;.;. ►_.m���eiw..e X 96" 44" X 96" _1 03 0 0 d. I• 0 N 0 n I 0 120W -44D 120W -44D F— dtru tural Rabe 00 X O 00 4. 0 00 X 0 00 X O 00 -P 1, 9 Roll -Form Pallet Rack Path of Egress \ 49 -4' Pat of gr ss Energency PLA\ view 0 CO 0 0 0 0 0 uIII H 1.3 1I p 2j. o_ Pat ❑ ci n Elf / / of ress 3 -P 00 X O 00 3 X 0 00 00 X 0 00 3 X 0 00 43- CO X 0 w 00 S X 0 00 .......... ►• i • i • i • i • i • i � i • ii 48" X 108" 48" X 108" 1 Structural Rack 1-FOOT CANDLE AT WALKING SURFACE LEADING TO THE EXIT DISCHARGE DOORWAYS - IBC SECTI ❑N 1006 EMERENGCY LIGHTING AT PATH OF EGRESS TO BE INSTALLED TO MEET AVG 1-FOOT CANDLE WITH NO LESS THAN .1 CANDLE, IBC SECTI ❑N 106.4 SCALE: 3/32" = 1' -0" REVIEWED FOR CODE COMPLIANCE Apponlypn .1,=%:,1 20 2J11 City of Tukwila BUILDING (1ivIION NOTE: THE EGRESS AND LIGHTING WAS PREVIOUSLY INSPECTED AND APPROVED IN PERMIT #D10 -010 172 -6• CITYRSASILA JAN '12 2011 PERMIT CENTER QORHEC IOM LTA/ 0 -3�0 co DESCRIPTION Q C 0 W ° Lai CC C3 nQ N w In U M Storage and Material Handling Specialists 9883 40TH AVENUE SOUTH 0 w w w z CD w 206 - 575 -6688 X 0 206 -394 -3300 N 0 0 PRODUCTS A PAPE COMPANY DRAWINGS PREPARED FOR DRAWN BY: K.BAUER SCALE: STATED DATE: 1.12.11 JOB NO: CE -10710 CHECKED BY: KB SHEET NO. OF 3 SHEETS COLUMN 5" NOTES: USE @ TYPE NEW ROLL FORM HMH COLUMN /BASE LOCATIONS TYP. 1/8" ;>1 -1/2" <TYP. DESCRIPTION MATERIAL STEEL YIELD BASE PLATE: 8" x 5" 3/8" THICK PLATE ASTM A36, Fy =36,000 PSI DESCRIPTION COLUMN: HMH IF 3014 MATERIAL 14GAGE THK STEEL STEEL YIELD ASTM A570, Fy =55,000 PSI DESCRIPTION MATERIAL STEEL YIELD BRACING: HORIZ, & DIAG. 16 GAGE STEEL ASTM A570, Fy =55,000 PSI NOTES: USE @ ALL BRACE LOCATIONS TYP, HORIZ. BRACE CIAO, BRACE-7 GENERAL INFORMATION ROW // SPACER OLUMN "1 CONNECTOR BASE PLATE NOT A DEPICTION OF THIS PROJECT /- -1 11/16" J 5/160 SAFETY PIN 1/8 / <TYP. 3 3/1'6" 7/160 GR. 55 RIVET TYP. >1/8" / DESCRIPTION 3 -PIN CONNECTOR MATERIAL 7 GAGE STEEL YIELD ASTM A570, Fy =55,000 PSI NOTES: USE @ ALL HMH BEAM TO COLUMN CONNECTION LOCATIONS TYP. f 1 3/4" 1" 1 5/8" 3 3/4" DESCRIPTION MATERIAL ■STEEL YIELD 3 -3/4" BEAM ( #36160) 16 GAGE ASTM A570, Fy =55,000. PSI NOTES: USE @ TYPE NEW ROLL FORM HMH BEAM LOCATIONS TYP. TYPE NEW ROLL FORM RACK HMH 192" 6& 96" 60" 44" 42" 42" FRONT VIEW SIDE VIEW GENERAL PROJECT NOTES 1. DESIGNED PER me REQUIREMENTS OF THE 2009 IBC 2. SEISMIC CRITERIA Ss 1,382, S1 = 0.472, Fa = 1.00, Fv = 1.528 Ip = 1.0 (NO PUBLIC ACCESS), Sda = 0.922, Sd1 = 0.481, OCC. CATAG. II, SITE CLASS D, SEISMIC DESIGN CLASS D 3. STORAGE CAPACITY: TYPE NEW ROLL FORM RACK = 4000# PER LEVEL 4. ANCHORS HILTI KWIK BOLT TZ ESI=t #1917,1/2 "0 x 3 -1/4" MIN. EMBED, (2) ANCHOR PER BASE PLATE. 5. SPECIAL INSPECTION IS REQUIRED DURING ANCHOR INSTALLATION. 6. EXISTING S.O.G. CONCRETE THICKNESS COMPRESSIVE STRENGTH, 5 "x2500PSI 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 LOCATION$ 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 ELEVATIONS COp VIVy80 FOR ,� ��OMPLIA VCE City of Tukwila BUILDING DIVI,g1/')flo D 10 3a f BASE PLATE Engineer of Record Structural Concepts Engineering 1200 N. Jefferson St., Ste. F Anaheim, Ca. 92807 (714) 632.7330 3 1/4"' MIN. E BED. NOTES: H1/2 CONFIRM O,A.L. OF ANCHORS WITH INSTALLER TO ENSURE REQUIRED EMBEDMENT IS OBTAINED. DESCRIPTION HILTI KWIK BOLT TZ ANCHOR SIZE 1/2 "0 X 3 -1/4" MIN. EMBED. ESR# 1917 CITY DEC 0 8 2010 PERMIT CENTER F.F. z hJ` Cd 1200 1FFFFPSON ST. STF.F ANAHF!M, CA 92807 PH. 18435 OLYMPIC AVE. TUKWILA, WA 98118 NOTES: SEE NOTE #4 ABOVE FOR ANCHOR SPECS. 0 0 w 0 0 Z z JOB NO, K- 1 2021 0 -1 1 SHEET M0. SCE 1 OF2 COLUMN: STRUCT. CHANNEL DESCRIPTION BRACING: HORIZ. & DIAG. C4" X 4.5# MATERIAL 1/8" THICK ASTM A572, Fy= 50;000' PSI STEEL YIELD ASTM A36, Fy= 36,000 PSI 1 5/8" COLUMN NOTES: USE @ TYPE NEW STRUCTURAL COLUMN /BASE LOCATIONS TYP 21/2" DESCRIPTION MATERIAL STEEL YIELD BASE PLATE 8" x 5" 3/8" THICK PLATE ASTM A36, Fy= 36,000 PSI DESCRIPTION MATERIAL STEEL YIELD TYP. 1/8" 1/8" 2" 9/16" 2" (2) 1123 GR 5 BOLT ' 311 DESCRIPTION MATERIAL STEEL YIELD 2 -BOLT CONNECTOR 7 GAGE ASTM A572, Fy= 50,000 PSI NOTES: USE @ ALL BEAM TO COLUMN CONNECTION LOCATIONS TYP. 1 5/8" NOTES: (2) FRONT TO BACK SUPPORTS PER PAIR OF BEAMS MIN. DESCRIPTION STRUCTURAL BEAM MATERIAL C4" X 4.5# STEEL YIELD ASTM A572, Fy= 50,000 PSI NOTES: USE @ TYPE NEW STRUCT. RACK BEAM LOCATIONS TYP. NOTES: USE @ ALL STRUCTURAL BRACE LOCATIONS TYP. HORIZ. BRACE, DIAG. BRACE- GENERAL CONFIGURATION EAM 1 CONNECTOR BASE PLATE NOT A DEPICTION OF THIS PROJECT 21 6" TYPE NEW STRUCTURAL RACK 108" FRONT VIEW 16' 16" 48" 44" 44"- " 44" 44" SIDE VIEW _REVitwED Fob :ODE COMPLIANCE APDOfVFD JAM 2 U Lilli Jiffy of Tukwila AtilI DING DIVISION GENERAL PROJECT NOTES 1. DESIGNED PER THE REQUIREMENTS OF THE 2009 IBC 2. SEISMIC CRITERIA Ss = 1.382, S1 = 0.472, Fa = 1.00, Fv = 1.528 Ip = 1.0 (NO PUBLIC ACCESS), Sds = 0.922, Sdl = 0.481, OCC. CATAG. 11, SITE CLASS D, SEISMIC DESIGN CLASS D 3. STORAGE CAPACITY: TYPE NEW STRUCTURAL RACK = 5000# PER LEVEL 4, ANCHORS HILTI KWIK BOLT TZ ESR #1917,.1/2 "0 x 3 -1/4" MIN. EMBED. (2) 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. D10-330 Engineer of Record Structural Concepts Engineering 1200 N. Jefferson St., ate. F Anaheim, Ca. 92807 (714) 632.7330 BASE PLATE 1/2" NOTES: CONFIRM O.A.L. OF ANCHORS WITH INSTALLER TO ENSURE REQUIRED EMBEDMENT IS OBTAINED. 3 1/4" 4; MIN. EMBED. ( i( t �.a CITY OMPPAL DEG 08 2010 PERMIT CENTER 6 0 z D: N) 11200 JEFFERSON ST. STE.F ANAHEIM, CA 92807 PH.71 /1.632.7330 FAX 1.1.1 . z w w U w O 0' TUKWILA, WA 98118 LU 1U STORAGE RACK ELEVATION DESCRIPTION SIZE ESR# HILTI KWIK BOLT TZ ANCHOR 1/2"0 1/2"0x3-1/4" MIN. EMBED. 1917 NOTES: SEE NOTE #4 FOR ANCHOR SPECS. } JOB NO. K-120210-11 SHEET NO. SCE 2 OF 2