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Home My WebLink AboutPermit D08-417 - CASCADE ENGINE - STORAGE RACKSCASCADE ENGINE 18435 OLYMPIC AVE S DOS -417 Parcel No.: 7888900121 Address: 18435 OLYMPIC AV S TUKW Suite No: CityIlk Tukwila Tenant: Name: CASCADE ENGINE Address: 18435 OLYMPIC AV S , TUKWILA WA Owner: Name: RAINIER INDUSTRIES LTD Address: 18435 OLYMPIC AVE S , TUKWILA WA 98188 Phone: Contact Person: Name: DAVID LITTLE Address: 9883 40 AV S , SEATTLE WA 98118 Phone: 206 394 -3306 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 Contractor: Name: ENGINEERED PRODUCTS Address: 18271 ANDOVER PK W , TUKWILA WA 98188 Phone: 206 - 394 -3300 Contractor License No: ENGINPC931CO DESCRIPTION OF WORK: INSTALL ROLL -FORM AND STRUCTURAL PALLET RACKS Value of Construction: Type of Fire Protection: Type of Construction: doc: IBC -10/06 DEVELOPMENT PERMIT * *continued on next page ** • Permit Number: D08 -417 Issue Date: 12/12/2008 Permit Expires On: 06/10/2009 Expiration Date: 02/20/2009 $0.00 Fees Collected: $328.73 International Building Code Edition: 2006 Occupancy per IBC: D08 -417 Printed: 12 -12 -2008 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N City AP 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 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: doc: IBC -10/06 Permit Number: D08 -417 Issue Date: 12/12/2008 Permit Expires On: 06/10/2009 Date: 2 'l Ga I hereby certify that I have read and - ed this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complie • , 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 th erforjnance of work. I am authorized to sign and obtain this development permit. Signature: G / � Date: /2/ a 4' Print Name: � r,1 � ( '. yk 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. D08 -417 Printed: 12 -12 -2008 Parcel No.: 7888900121 Address: Suite No: Tenant: CASCADE ENGINE 1: ** *BUILDING DEPARTMENT CONDITIONS * ** S 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 PERMIT CONDITIONS I Permit Number: Status: Applied Date: Issue Date: 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: 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. 5: 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. 6: Manufacturers installation instructions shall be available on the job site at the time of inspection. 8: ** *FIRE DEPARTMENT CONDITIONS * ** D08 -417 ISSUED 08/27/2008 12/12/2008 7: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. 9: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 10: Depending on the classification of the commodity being stored and the size of the storage area, smoke vents, small hose stations and curtain boards may be required by Table 2306.2 of the International Fire Code. Contact the Tukwila Fire Prevention Bureau for further information. (Smoke and heat vents shall be provided in accordance with International Fire Code Section 910.) 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 sprinidered areas of buildings. (IFC 315.2.1) doc: Cond -10/06 D08 -417 Printed: 12 -12 -2008 • 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 13: Nominal 6" transverse flue spaces between loads and at rack uprights shall be maintained in single row, double row, and multiple row racks. Random variations in the width of flue spaces or in their vertical alignment shall be permitted. (NFPA 13- 12.3.1.13) 14: Maintain minimum 6" longitudinal flue space between back -to -back racks. (NFPA 13- 12.3.1.14.1) 15: 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) 16: 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) 17: Portable fire extinguishers, not housed in cabinets, shall be installed on the hangers or brackets supplied. Hangers or brackets shall be securely anchored to the mounting surface in accordance with the manufacturer's installation instructions. Portable fire extinguishers having a gross weight not exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 5 feet (1524 mm) above the floor. Hand -held portable fire extinguishers having a gross weight exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 3.5 feet (1067 mm) above the floor. The clearance between the floor and the bottom of the installed hand -held extinguishers shall not be less than 4 inches (102 mm). (IFC 906.7 and IFC 906.9) 18: 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) 19: 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) 20: 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) 21: 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) 22: Dead bolts are not allowed on auxiliary exit doors unless the dead bolt is automatically retracted when the door handle is engaged from inside the tenant space. (IFC Chapter 10) 23: 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) 24: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 25: Exits and exit access doors shall be marked by an approved exit sign readily visible from any direction of egress doc: Cond -10/06 D08 -417 Printed: 12 -12 -2008 • • 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 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) 26: 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) 27: 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) 28: 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. 29: Aisles leading to required exits shall be provided from all portions of the building and the required width of the aisles shall be unobstructed. (IFC 1013.4) 30: Sprinklers shall be installed under fixed obstructions over 4 feet (1.2 m) wide such as ducts, decks, open grate flooring, cutting tables, shelves and overhead doors. (NFPA 13- 8.6.5.3.3) 31: All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of the W.S.R.B., Factory Mutual, Industrial Risk Insurers Kemper or any other representative designated and/or recognized by the City of Tukwila, prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance #2050) 32: 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) 33: 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) 34: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and #2051) 35: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 36: 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 D08 -417 Printed: 12 -12 -2008 Signature: Print Name: • I 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. doc: Cond -10/06 D08 -417 Date: ordinances governing or local laws regulating Printed: 12 -12 -2008 Property Owners Name: Mailing Address: Mailing Address: Contact Person: CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 littp://www.ci.tuktvilawaus SITE LOCATION Site Address: // _ Tenant Name: 4�.tSc e. Ag t. 1i` 97 C OU'tM11 kJ 4 - Name: 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 ** /4s ' 61 A s,_ E -Mail Address: daLsittIe t 0 Lut..- 1 10 1 :: S- Building Permit No. Mechanical Permit No. Plumbing/Gas Permit No. Public Works Permit No. Project No. (For office use only) porq- King Co Assessor's Tax No.: '1 i b p I b- /4"1.1...., L- GENERAL CONTRACTOR INFORMATION — (Contractor Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg 5)) Company Name: � k ,b►teie� 2 14 -L/S Mailing Address: Contact Person: J � E -Mail Address: ckuJ L sJ i Copi _ ' 7 4/&- Contractor Registration Number: � 1311., Suite Number: fihVib (A City City Floor: New Tenant: ® Yes ❑..No `$(,1`b Zip State CONTACT PERSON — who do we contact when your permit is ready to be issued Day Telephone: (2'C) 394 3 City State Zip Fax Number: fkn' State Zip City Day Telephone: (.41 ,34 336 L Fax Number: (0 S7 — t(, Expiration Date: ARCHITECT OF RECORD — All plans must be wet stamped by Architect of Record Company Name: Mailing Address: State Zip Contact Person: E -Mail Address: Fax Number: Day Telephone: ENGINEER OF RECORD — All plans must be wet stamped by Engineer of Record Company Name: Mailing Address: City Day Telephone: E -Mail Address: Fax Number: Q:\Applications \Forms- Applications On Line\3 -2006 • Permit Application.doc Revised: 9 -2006 bh State Zip Page I of 6 .j BUILDING PERMIT INFORMATION - 206 - 431 -3670 w Valuation of Project (contractor's bid price): $ IWO 7 soy Existing Building Valuation: $ Scope of Work (please provide detailed information): Tyts(— it /b f( -- s,'v" (-4? f . (1r.k n,W, Will there be new rack storage? Yes ❑.. No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ Yes ❑ No If "yes ", explain: FIRE PROTECTION /HAZARDOUS MATERIALS: ❑ Sprinklers ❑ Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes ❑ No If "yes', attach list of materials and storage locations on a separate 8 -1 /2 "x I1 "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. Q:V\pplications \Fomts- Applications On Line\ -2006 - Permit Application.doc Revised: 9 -20116 bit Page 2 of 6 Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC 1` Floor 2 Floor 3` Floor Floors thru Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck .j BUILDING PERMIT INFORMATION - 206 - 431 -3670 w Valuation of Project (contractor's bid price): $ IWO 7 soy Existing Building Valuation: $ Scope of Work (please provide detailed information): Tyts(— it /b f( -- s,'v" (-4? f . (1r.k n,W, Will there be new rack storage? Yes ❑.. No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ Yes ❑ No If "yes ", explain: FIRE PROTECTION /HAZARDOUS MATERIALS: ❑ Sprinklers ❑ Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes ❑ No If "yes', attach list of materials and storage locations on a separate 8 -1 /2 "x I1 "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. Q:V\pplications \Fomts- Applications On Line\ -2006 - Permit Application.doc Revised: 9 -20116 bit Page 2 of 6 • BUILDING OWN " 0 Signature: Print Name: Date Application Accepted: • PERMIT APPLICATION NOTES — Applicable to all permits in this application Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. Building and Mechanical Permit The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). Plumbing Permit The Building Official may grant one extension of time for an additional period not exceeding 180 days. The extension shall be requested in writing and justifiable cause demonstrated. Section 103.4.3 Uniform Plumbing Code (current edition). 1 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. IZED AGENT: Mailing Address: 7 S 2 / 0 i I — 4PC QMpplicauonstFomu- ApI,cations On Linet3-2006 - Permit Applicauon.doc Revised: 9.2006 hh Date Application Expires: Day Telephone: (t' & f ?)4. City State Zip Date: 7A`'4 e Staff Initials: Page 6 of 6 Parcel No.: 7888900121 Address: 18435 OLYMPIC AV S TUKW Suite No: Applicant: CASCADE ENGINE Receipt No.: Initials: User ID: R08 -03926 JEM 1165 Payee: ENGINEERED PRODUCTS ACCOUNT ITEM LIST: Description BUILDING - NONRES STATE BUILDING SURCHARGE City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http://www.ci.tukwila.wa.us TRANSACTION LIST: Type Method Descriptio Amount Payment Check 09314 142.23 RECEIPT Account Code Current Pmts 000/322.100 137.73 000/386.904 4.50 Total: $142.23 Permit Number: D08-417 Status: APPROVED Applied Date: 08/27/2008 Issue Date: Payment Amount: $142.23 Payment Date: 12/12/2008 03:17 PM Balance: $0.00 0501 12/15 9707 TOTAL 142.23 doc: Receiot -06 Printed: 12 -12 -2008 Parcel No.: 7888900121 Address: 18435 OLYMPIC AV S TUKW Suite No: Applicant: CASCADE ENGINE Receipt No.: R08 -03076 Initials: JEM Payment Date: 08/27/2008 01:53 PM User ID: 1165 Balance: $142.23 Payee: ENGINEERED PRODUCTS • • 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 TRANSACTION L1ST: Type Method Descriptio Amount Payment Check 07789 186.50 ACCOUNT ITEM LIST: Description BUILDING - NONRES PLAN CHECK - NONRES RECEIPT Account Code Current Pmts 000/322.100 58.77 000/345.830 127.73 Total: $186.50 Permit Number: D08 -417 Status: PENDING Applied Date: 08/27/2008 Issue Date: Payment Amount: $186.50 6&56 08/27 ?7.10 TOTAL 186.50 doc: Receiot -06 Printed: 08 -27 -2008 Project: , A (A5 mil,A Type of Inspection: F I n .4_,{ � d U; 1 Address: i &43s 4) - j A". IP < D ate Called: ----,� Special Instructions: ,---'- _ Date Wanted: i -7 - Z4 -v p.m. Requester: Phone No: INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 60 PERMIT NO. 1- (206)431 -3670 Approved per applicable codes. El Corrections required prior to approval. COMMENTS: o ire c 7 - ,' 91 MAA 7)e r Att 1 lnspr: Date: 2 w v 5 E ] $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: COMMENTS: FA/6/Ake Type of Inspection: /N09.e.— ( /4--{ ( Fu t re- e "-1 s A e e■ I A - Se7 v, ( - 1 5 f - 4 tY 77'4\ .-, 0 ,M. i A C er - , zk 5/0 (C-i J \ - Instructions: nstructions: Date Wanted: 7- .4Z- 6) ✓ i_..-A-C ' A etf `r !e- Requester: f ,S i 4t c C L r Phone No: _ .5 3O ,--_.. A A Project: CYA9-5( FA/6/Ake Type of Inspection: /N09.e.— \ Address: /q 7 5 ' o,/� #7P/ 4 Date Called: /S - Instructions: nstructions: Date Wanted: 7- .4Z- 05 p.m. Requester: Phone No: _ .5 3O El Approved per applicable codes. - 9 i 7 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION : IF 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -36 El $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. o ections required prior to approval. 6 Insp =ctor: Date �� _ Receipt No.: 'Date: l Project: c �Oe ,A /Avc Type of Inspection: , • N.9 Addr s: /i s OZ /l7. X Date Called: C Special Instructions: Date Wanted: a. G- Zy - t Oc .m. Requester: Phone No: as 6 -- 7/ - O/ t $ INSPECT •N NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 DAP-proved per applicable codes. COMMENTS: INSPECTION RECORD Retain a copy with permit ‘.02-1 f4/ PERMIT NO. Corrections required prior to approval. Inspect . . ' ✓ Date: ,I •i El $60.00 REINSPECT! FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: 'Date: COMMENTS: Andres 1 3 r7 n) .�A_p: c - AVE-- s( Alf/ ^ „I /e„,)(1-Zt- 7 ' a Special Instructions: C S //a.„0. Requester: a — 2 18_31a� 9 /kJ.) I .) C- A 7'.: `� 4 .n . C ,, S � t--1( JA7 . � � 1 Ntsr- Sri __ (7.. / 4 -P iA �- -� ePij P f -Qsc P k. �?�h- S_ 4 I r r b4,/ 5 1 .,„._ c._- A P. IS ,k. ( A i tAP , f 0' L!(I 5 . ......,4-1( /-,); (e" - ....Jilt) c..t c- 1 a Project: � n5,:—.a: ,.� .1 Type of Inspection: , % 'A 6I ii � Andres 1 3 r7 n) .�A_p: c - AVE-- s( Date Called: Special Instructions: C Date Wanted: //a.„0. Requester: Phone No 44 — 2 18_31a� INSPECTION RECORD Retain a copy with permit INSPECUION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 i Approved per applicable codes. PERMIT NO. (206)431 -3670 orrections required prior to approval. ri $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: 'Date: Project: ,/5C ' / TypeofInspection: Hood & Duct : __ Address: 1 Suite #: �� ' � 7�'P! �-e Contact Perso Si Special Instructions: Phone No.: e94)6.— t — / 6 gh Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct : __ Monitor: - Pre -Fire: Permits: Occupancy Type: INSPECTION NUMBER INSPECTION .RECORD L Retain a copy with permit PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206- 575 -4407 proved per applicable codes. I I Corrections required prior to approval. COMMENTS: A Inspector: . 7 . Date: /9/ Hrs.: / 6 80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from City of Tukwila Finance Department. Gall to schedule a reinspection. 1/13/06` Word/Inspection Record Form.Doc T.F.D. Form F.P. 113 1•• f': Information .To Build On Engineering • Consulting • Testing June 16, 2009 Attn: Mr. David Little Engineered Products 9883 40 Ave S. Seattle, WA 98118 Subject: Dear Mr. Little: Final Letter Special Inspection and Testing 742 -80297 Cascade Engine 18435 Olympic Ave S. Tukwila, Washington Permit No. D08 -417 In accordance with your request and authorization, Professional Service Industries, Inc. (PSI) has performed special testing and inspection services for the above referenced project. The special inspections provided on this project were: • Visual Weld /Bolting Inspection — Verified Torque To the best of our knowledge, all work listed above that PSI was scheduled on -site to verify, has been found to be in general accordance with the approved plans and specifications, approved changes from the FOR and Chapter 17 of the 2006 International Building Code. If you have any questions, or if we can be of further assistance, please do not hesitate to contact our office at (253) 589 -1804. Respectfully submitted, Professional Service Industries, Inc. Angela J. Bonney Project Manager /ajb Cc: City of Tukwila 7n . I nr . nr Cnn7 nr I lnr Professional Service Industries, Inc. • 10025 South Tacoma Way, #H1 •Tacoma, WA 98499 • Phone 253/589 -1804 • Fax 253/589.2136 nnr7 (r( of7.VD1 TC'J n) T P O h ► A ,..? A.) c 14 c7 a U _ i C Mt 7^ 3"` C)" 1 ^► ,i„ r ©LL. I A) 7 4? c.:7 -- e A { : `T , C. r_ ' t2AC - 4, A ?(..1 7` a '5 . te' . ,z of A p(_ ch 1' 0 'r- La of- z 6a..v A p a ,. -r C AGE-! :, o- iii 2 0 .. .t . a e c:(t ' 1 .A.� , �- r { l} � e Y 0 , „IC. f a 5 `r— 751' 3 I c °,. G..07 -. ± / ocr,z 33'3 .- X x ,AC €. f< L'7 7-a 'iv '/j 'T' f 1,4-1 ? . r' . t--t ( e ► f°i f'= CORRECTION MY ul► 1 LTR# NOV 2 5 2008 PERMIT G! ® -- EQUIPMENT IDENTIFICATION AND S/N #: , COPIES TO: MAILED: INSPE f TOR;� " DATE: °% r , ; +• 4 .. gr / , / i/ ,,F � - s . ` � % r ( ;w ' f ,,' , e ,,9 y a! ti � i OWNER ENGINEER ARCHITECT CONTRACTOR BUILDING DEPT. SUPPLIER - ' ON _ ' DATE: _ � 'This report is provided for the information of the client only. The reproduction of this report, by any method, and its transmittal to a third party, by any means, except in full, without the full permission of Professional Service Industries, Inc., is prohibited." `This certification attests to the accuracy of the results obtained from the actual test and/or observations ON OFF ST OT MILES ` NAME T,, L y .. A c_ i-1 to4.30 f performed made within the defined scope of the work. Certification shall not be construed to represent in Inspection, approval or TOTAL HOURS M f Infortnationeftk 1 ` ! To Build On En9Mesr/ng • Consult ft • Testing SEATTLE DIVISION 24113 56TH AVE W MOUNTLAKE TERRACE, WA 98043 0 (425) 248-2400 FAX (425) 248-2401 TACOMA DIVISION 10025 S. TACOMA WAY, SUITE #H -1 TACOMA, WA 98499 (253) 589 -1804 FAX (253) 589 -2136 A N FR 61762 PORTLAND DIVISION 6032 N. CUTTER CIRCLE, SUITE 480 PORTLAND, OR 97219 11 (503) 289 -1778 FAX (503) 289 -1918 acceptance of other associated work or a warranty of design or workability of the specification requirements." Certified Report by Professional Service Industries Date TS - 98-1 K. LYNCH 10:30 12:30 2 1RT TOTAL HOURS 2 TS - 98 -1 Information To Build On Moselargeorisvg .. Mating SEATTLE DIVISION 24113 56TH AVE W MOUNTLAKE TERRACE, WA 98043 (425) 248 -2400' FAX (425) 248 -2401 TACOMA DIVISION 10025 SO. TACOMA WAY, SUITE H1 TACOMA, WA 98499 (253) 589 -1804' FAX (253) 589 -2136 This report is provided for the information of the client only. The reproduction of this report, by any method, and its transmittal to a third party. by any means, except in full, without the full permission of Professional Service Industnes, Inc., is prohibited.' 'This certification attests to the accuracy of the results obtained from the actual test performed and /or observations made within the defined scope of the work. Certification shall not be construed to represent an inspection, approval or acceptance of other associated work or a warranty of design or workability of the specification requirements.' Certified Report by Professional Service Industries: EDWARD SMITH NAME Date FR 61759 PORTLAND DIVISION 6032 NO. CUTTER CIR. SUITE 480 PORTLAND, OR 97217 (503) 289-1778 FAX (503) 289 -1918 CLIENT ::. ADDRESS: ATTENTION..._ PROJECT: : Engineered Products 9883 40th Ave. S. Seattle, WA. 98118 Mr. David Little Cascade Engine PR:OJ:ECT :N O:: ENGINEER:::::.:..:: ARCHITECT:: PERMIT NO: MU.NI:CI PALIT1f :::. CONTRACTOR:: PROJECT ADDRESS: :::: FIELD REPORT 742 -80297 DATE November 17, 2008 iOk —L-11 / City of Tukwila 18435 Olympic Ave. S. - Tukwila ON SITE FOR PRE -COM MEETING WITH MR. DAVID LITTLE TO DISCUSS EMBED TORQUE AND INSTALLATION VERIFICATION OF HILTI ANCHORS FOR STORAGE RACK SYSTEM. CLIENT WILL SCHEDULE VERIFICATION AT TIME OF TORQUE APPLICATION. EQUIPMENT IDENTIFICATION AND S /N #: COPIES TO: CLIENT ENGINEER ARCHITECT CONTRACTOR BUILDING DEPT. SUPPLIER INSPECTOR: I DATE: KYLE LYNCH November 17, 2008 FIELD CONTACT DATE: ITEMS INSPECTED ....... .... ........ . . ... ... APPROVED: PLANS: ARE: CONFORMING ::::: :. ::: NO■CONFORMING:.: O.-. ON OFF ST OT MILES November 20, 2008 S tructural C oncepts E ngineering Company: Engineered Products Attn: Mr. David Little Tel: 206.394.3300 Fax: 206.575.6688 Re: Special Inspection • • Cascade Engine 18435 Olympic Ave. S. Tukwila, Wa. 98188 Mr. Little, Please note that after review of the project above we have determined that special inspection is not required for the installation of the anchors. Per section 1704.13 of the code, special inspection is only required for work, that is in the opinion of the building official, unusual in its nature. Standard pallet rack is in no way unusual and has been utilized for many many years without the specification of special inspection. With the utilization of liscensed contractors we feel that the installation is adequate in sustaining the imposed loads. Please feel free to call with any questions you may have. Bob Sharifi Er CORRECTION Transmittal Page 1 From: Bobby Sharifi Date: October 22, 2008 Phone: 714.632.7330 Fax: 714.632.7763 Pages (incl cover): 1 bO99U7 NOV U S l PERMIT CENTE■ i200 N. Jefferson St. Suite F Anaheim, CA 32807 Tel: 71 "f.032.7330 Fax: 714.032.7763 pat h N°5 -� ` Project Name : CASCADE ENGINE Project Number : H - 082108 - Date : 08/26/08 Street Address : 18435 OLYMPIC AVE. 5. City /State : TUKWILA, WA. 98188 Scope of Work : STORAGE RACKS ngineering 1200 N. Je St., Suite F Anaheim, GA 92807 Tel: 714.632.7330 Fax: 714.632.7763 e -mail: mail @sceinc.net cnsCi u► AUG 27 2008 PERMIT CENTER mcvltvvtp CODE COMPLIANCE APPROVED D EC - 3 2008 EXPIRES 10/25/0 I S tructural • Concepts En 1200 N. Jefferson Ste. Ste F Anaheim. CA 92807 Tel: 714.632.7330 Fax: 714.632.7763 By: BOB Project: CASCADE ENGINE Project #: H -082108 -6 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 TYPE I SELECT- CASCADE ENGINE Page Z of t 3 8/26/2008 S tructurai C oncepts E ngineering 1200 N. Jefferson Ste. Ste F Anaheim. CA 92807 Tel: 714.632.7330 Fax: 714.632.7763 By: BOB Project: CASCADE ENGINE Project #: H -082108 -6 Design Data 1) The analyses conforms to the requirements of the 2006 IBC 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.55, with minimum strength, Fy =55 ksi Longitudinal frame beam and connector steel conforms to ASTM A570, Gr.55, with minimum yield, Fy =55 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 Beam Length I Beam Spacing 1 Beam A Front View: Down Aisl (Longitudinal) frame Column Beam to Column Connector Base Plate and Anchors T Pane Heig 1 �t H Frame * Depth Section A: Cross Aisle (Transverse) Frame Horizontal Brace Diagonal Brace The components herein are designed within the guidelines of the 2006 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. TYPE I SELECT- CASCADE ENGINE Page 3 of 3 8/26/2008 Component Description STRESS Column Fy =55Ksi Hannibal IF3013- 3x3x13ga P =6450 lb, M =17823 in-lb 0.97 -OK Column Backer None None None N/A Beam Fy =55Ksi Lvi 1: HMH 50140/5° Face x 0.075" thk Lu =120 in Capacity: 6388 lb/pr 0.66 -OK Beam Connector Fy =55Ksi Lvl 1: 3 PIN OK I Mconn =18774 in-lb Mcap =20306 in-lb 0.92 -OK Brace - Horizontal Fy =55Ksi Hannibal1- 1/2x1- 1 /2x16ga 0.21 -OK Brace-Diagonal Fy =55Ksi Hannibal1 -1 /2x1- 1/2x16ga 0.34-0K Base Plate Fy =36Ksi 7x5x3/8 I Fixity= 8000 in-lb 0.81 -OK Anchor 2 per Base 0.5" x 3.25" Embed HILTI KWIKBOLT TZ ICC ESR 1917, SPECIAL INSPEC. REQD, (T =1242 Lb) 0.34-0K Slab 5" thk x 2500 psi slab. 1000 psf Soil Bearing Pressure 0.88 -OK IBC 2006 Seismic Criteria # Bm Lvls Frame Depth Frame Heig # Diagonals Beam Length Ss= 1.429, Fa =1 3 44 in 192 in 5 120 in ( S tructurai C oncepts E ngineering 1200 N. Jefferson Ste. Ste F Anaheim. CA 92807 Tel: 714.632.7330 Fax: 714.632.7763 Level By: BOB Configuration & Summary: TYPE 1 SELECTIVE RACK 1 I 64" 64" 64" L TYPE I SELECT - CASCADE ENGINE 120" Project: CASCADE ENGINE Load Per Story Force Story Force Column Column Conn. Beam Level (PL) Beam Spcg Brace Transv Longit Axial Moment Moment Connector 1 4,200 lb 64.0 in 42.0 in 233 lb 139 lb 6,450 lb 17,823 "# 18,774 "# 3 PIN OK I 2 4,200 lb 64.0 in 42.0 in 466 lb 278 lb 4,300 lb 11,107 "# 13,195 "# 3 PIN OK 3 4,200 lb 64.0 in 4L0 in 700 lb 417 lb 2,150 lb 6,664 "# 7,641 "# 3 PIN OK 42.0 in 12.0 in Total: 197' 44.. E 44.. 1,399 lb 833 lb Notes Page Y of / 3 Project #: H -082108 -6 8/26/2008 S tructurai C oncepts E ngineering 1200 N. Jefferson Ste. Ste F Anaheim. CA 92807 Tel: 714.632.7330 Fax: 714.632.7763 By: BOB Project: CASCADE ENGINE Project #: H -082108 -6 Seismic Forces Transverse (Cross Aisle) Seismic Load Configuration: TYPE 1 SELECTIVE RACK Lateral analysis is performed with regard to the IBC 2006 Sec. 2208.1 and the 2002 RMI Sec 2.7.3. & ASCE 7 -05 sec 15.5.3 DL per Lvl= 100 lb V= Cs *Ip *(LL*0.67 +1.0 *DL) Cs * Ip= 0.1600 Ws= (0.67 * PL * PL) + DL V,, 0.015 = 8,742 lb 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 * (300 lb + 8442 Ib) = 1,399 lb ASD Loading Level PL (Product Load) PL *0.67 *PLrf 1 4,200 lb 2,814 lb 2 4,200 lb 2,814 lb 3 4,200 lb 2,814 lb Longitudinal (Downaisle) Seismic Load Ws= (0.67 * PL * PL) + DL = 8,742 lb Cs * Ip= 0.67*1.2*Cv/(R*TA0.66) >= Vmin2 = 0.0953 V„ 0.015 Level PL (Product Load) PL*0.67*Plrf 1 4,200 lb 2,814 lb 2 4,200 lb 2,814 lb 3 4,200 lb 2,814 lb TYPE I SELECT CASCADE ENGINE DL 100 lb 100 lb 100 lb DL 100 lb 100 lb 100 lb hi 64 in 128 in 192 in 8,442 lb 300 lb W =8742 lb 1,118,976 Eff Base Shear= 0.0953 Vlong= 0.0953 * (300 lb + 8442 Ib) = 833 lb ASD Loading V,, 0.14 223 Fan.4= 0.0953 hi 64 in 128 in 192 in 8,442 lb 300 lb W =8742 lb 1,118,976 Page 5 - of 13 (RMI Sec 2.5.1.2) wi *hi 186,496 372,992 559,488 wi *hi 186,496 372,992 559,488 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 PL 1.0 Fi R *hi 233.2 lb 14,925 -# 466.3 lb 59,686 -# 699.5 lb 134,304-# 1,399 lb T= PLRF= (Longitudinal ) R= 6.0 Cv= 2 /3 *S1 *Fv= 0.4926 Fl 138.8 lb 277.7 lb 416.5 lb 833 lb 2= 208,915 8/26/2008 S tructurai C oncepts E ngineering 1200 N. Jefferson Ste. Ste F Anaheim. CA 92807 Tel: 714.632.7330 Fax: 714.632.7763 By: BOB Project: CASCADE ENGINE Project #: H -082108 -6 Downaisle Seismic Loads Determine the story moments by applying portal analysis. The base plate is assumed to provide partial fixity. Typical game made Tributary area °{b1A° columns Seismic Story Forces of rack frame Vlong= 833 lb Vco1= Vlong/2= 417 lb F1= 139 lb F2= 278 lb F3= 417 lb Seismic Story Moments Mbase -max= 8,000 in-lb <=== Default capacity Mbase -v= (Vcol *hleff) /2 = 12,912 in-lb <=== Moment going to base Mbase -eff= Minimum of Mbase -max and Mbase -v = 8,000 in -lb M 1 -1= [Vcol * hleff]- Mbase -effi = (417 lb * 62 in) -8000 in -lb = 17,823 in -lb Mseis= (Mupper +Mlower) /2 = 14,465 in -lb Configuration: TYPE 1 SELECTIVE RACK - I" -..1 1 i I: 4 4 141 I-1 1 1 1'- • Front View = 8,886 in -lb Conceptual System M 2 -2= [Vcol- (F1)/2] * h2 = [417 lb - 138.9 Ib] *64 in /2 = 11,107 in -lb Mseis(1 -1)= (17823 in-lb + 11107 in-lb)/2 Mseis(2 -2)= (11107 in-lb + 6664 in-lb)/2 Side View E Vcol Typical Frame made olbuo colamns Top View Beam to Column Elevation Summary of Forces LEVEL 1 2 3 hi 64 in 64 in 64 in Mconn- allow(3 Pin)= 20,306 in -lb TYPE I SELECT CASCADE ENGINE Axial Load 6,450 lb 4,3001b 2,150 lb Column Moment 17,823 in -lb 11,107 in-lb 6,664 in-lb Mseismic Mend -fixity Mconn 14,465 in-lb 4,309 in -lb 18,774 in -lb 8,886 in-lb 4,309 in-lb 13,195 in-lb 3,332 in-lb 4,309 in-lb 7,641 in-lb Beam Connector 3 PIN OK 3 PIN OK 3 PIN OK Page 6v of / 3 812G/2008 S tructurai C oncepts E ngineering 1200 N. Jefferson Ste. Ste F Anaheim. CA 92807 Tel: 714.632.7330 Fax: 714.632.7763 By: BOB Project: CASCADE ENGINE Project #: H -082108-6 Column Configuration: TYPE 1 SELECTIVE RACK Conforms to the requirements of Chapter C5 of the 1996 AISI Cold Formed Steel Design Manual for combined bending and axial loads. Section Properties Loads Axial Analysis Bending Analysis Combined Stresses Section: HanniballF3013- 3x3x13ga Aeff = 0.757 in ^2 Ix = 1.320 in ^4 Sx = 0.879 in ^3 rx = 1.320 in S2f= 1.67 E= 29,500 ksi Pn= Aeff*Fn = 28,269 lb P /Pa= 0.44 > 0.15 Check: P /Pa + (Cmx *Mx) /(Max *l x) < 1.33 P /Pao + Mx/Max <_ 1.33 Pno= Ae *Fy = 0.757 in ^2 *55000 psi = 41,635 lb Max= My /Qf = 48345 in- lb/1.67 = 28,949 in -lb px= {1 /[1- (Qc *P /Pcr)] } ^ -1 = {1/[1- (1.92 *6450 lb/324671b)]}^-1 = 0.62 TYPE 1 SELECT CASCADE ENGINE Iy = 0.871 in ^4 Sy = 0.574 in ^3 ry= 1.080 in Fy= 55 ksi Cmx= 0.85 Qc= 1.92 Pao= Pno /Qc = 41635Ib/1.92 = 21,685 lb Kx = 1.7 Lx= 64.0 in Ky = 1.0 Ly = 42.0 in Cb= 1.0 Axial =P= 6,450 lb Moment =Mx= 17,823 in-lb (Column stresses @ Level 1)) Pa= Pn /Qc = 28269 Ib/1.92 = 14,723 lb Pcr= n ^2E1 /(KL)max ^2 = n ^2 *29500 ksi /(1.7 *64 in) ^2 = 32,467 lb (6450 lb/14723 lb) + (0.85 in- lb)/(28949 irrfbe0.62) = 1.28 < 133, OK (6450 lb/21685 lb) + (17823 in- lb/28949 in-lb) = 0.91 < 1.33, OK a �- KxLx/rx = 1.7 *64 °/1.3196° KyLy /ry = 1 *42'/1.08° Fe > Fy /2 = 82.4 = 38.9 Fn= Fy(1-Fy /4Fe) = 55 ksi *[1 -55 ksi /(4 *42.8 ksi)] Fe= n ^2E/(KL/r)max ^2 Fy /2= 27.5 ksi = 37.3 ksi = 42.8ksi 0.75 in 1 Myield =My= Sx *Fy = 0.879 in ^3 * 55000 psi = 48,345 in -lb (EQ C5 -1) (EQ C5 -2) 3.000 in Page 7 of / L 8/26/2008 S tructurai C oncepts E ngineering 1200 N. Jefferson Ste. Ste F Anaheim. CA 92807 Tel: 714.632.7330 Fax: 714.632.7763 By: BOB Project: CASCADE ENGINE Project #: H -082108 -6 Beam Loads Bending Deflection Beam at Level= 1 Beam Type = Formed Ix= 3.413 inA4 Sx= 1.303 in ^3 Length =L= 120.0 in Lu= 120.0 in % End Rxity= 20 % 0 = 0.2 Fb -eff= 33,000 psi Live Load /Pair= 4,200 lb Mcenter= 0.108 * wL ^2 = 27,864 in -lb Bending Capcity= 6,512 lb /pair Defl- allow= L/180 = 0.667 in Deflection Capacity= 6,388 lb /Pair TYPE I SELECT - CASCADE ENGINE 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= HMH 50140/5" Face x 0.075" thk Mcenter= B *(wL ^2/8) = 0.864 *(wL ^2 /8) Mends= 0 *Mmax(fixed ends) = (wL ^2/12) *0.2 = 0.0167*wLA2 Fb= 0.6 * Fy = 33,000 psi M= 27,864 in -lb fb= (M /Sx) /a = 24,439 psi DL= 5.0 lb/ft Thickness= 0.075 in Beam Shape= Step Impact Factor (a) 25 %/2)= 0.875 Dead Load /Pair= (5 lb /ft) * 2 * 120 in /12 = 100 lb Mends= 0.0167 *wL ^2 = 4,309 in-lb < = == Critical Fy= 55,000 psi Allowable load per beam pair= 6,388 lb fb /Fb= 24439 psi /33000 psi 0.74 <= 1.0, OK 5.000 in 2.750 In 3 I .750 m 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 Dist Load =w= 17.9 lb /in Defl= B * [5wL ^4/(384 *E *Ix)] = [5 *17.9 Ib /in *(120 in) ^4/(384 *29.5x10 ^6 psi * 3.413 in ^4)] *0.864 = 0.415 in <= 0.667 in, OK Page g of /'? . 8/26/2008 S tructural C •• eats By: BOB 3 Pin Beam to Column Connection Mconn max= 18,774 in-lb Load at level 1 Shear Capacity of Pin Bearing Capacity of Pin ngineering 1200 N. Jefferson Ste, Ste F Anaheim, CA 92807 Tel: 714.632.7330 Fax: 714.632.7763 Ashear= (0.438 in)A2 * Pi /4 = 0.1507 inA2 Pshear= 0.4 * Fy * Ashear = 0.4 * 55000 psi * 0.1507inA2 = 3,315 lb Moment Capacity of Bracket Edge Distance =E= 1.00 in Mcap= Sdip * Fbending = 0.127 INA3 * 0.66 * Fy = 4,610 in -lb TYPE I SELECT - CASCADE ENGINE Project: CASCADE ENGINE Connector Type= 3 Pin PIN DIAM= 0.44 in Fy= 55,000 psi Per thel9Yb AISI (.old Formed Steel Manual, Sec E3.3: tool= 0.09 in Fu= 65,000 psi Omega= 2.22 alpha= 2.22 Pbearing= alpha * Fu * diam * tcol /Omega = 2.22 * 65000 PSI * 0.438 IN * 0.09 IN /2.22 = 2,562 lb < 3315 lb C= P1 +P2 +P3 tdip= 0.18 in = P1 +P1 *(2.5 "/4.5 ") +P1 *(0.5 "/4.5 ") = 1.667 *P1 TYPE 1 SELECTIVE RACK Pin Spacing= 2.0 in Fy= 55,000 psi Pclip= Mcap /(1.667 * d) = 4610.1 in-lb/(1.667 * 0.5 in) Thus, P1= 2,562 lb = 5,531 lb Mconn - allow= [ P1* 4. 5"+ P1*( 2. 5"/ 4.5 ") *2.5 " +P1 *(0.5 74.5 ") *0.51*1.33 = 2562 LB *[4.5" +(2.5"/4.5 ") *2.5"+ (0.5 "/4.5 ") *0.5 "] *1.33 = 20,306 in -lb > Mconn max, OK z^ 1/2 '1/2" Sdip= 0.127 inA3 SINCE C *d= Mcap = 1.667 AND d= E/2 = 0.50 in Project #: H -082 108 -C Page 1 of 13 8/26/2008 S tructurai C oncepts E ngineering 1200 N. Jefferson Ste. Ste F Anaheim. CA 92807 Tel: 714.632.7330 Fax: 714.632.7763 Transverse Brace Section Properties Diagonal Member= Hannibal 1 -1 /2x1- 1 /2x16ga Area= 0.273 in ^2 r min= 0.496 in Fy= 55,000 psi K= 1.0 Oc= 1.92 Frame Dimensions Diagonal Member V= Vtransv= 1,399 lb fa /Fa= Horizontal brace By: BOB Project: CASCADE ENGINE Project #: H -082108-6 Ldiag= [(D- B *2) ^2 + (1+6') ^2] ^1/2 = 52.3 in Pmax= V *(Ldiag/D) = 1,663 lb fa /Fa= Bottom Panel Height =H= 42.0 in Frame Depth =D= 44.0 in Column Width =B= 3.0 in Pn= AREA *Fn = 0.273 in ^2 * 26208 psi = 7,155 lb Pallow= Pn /O = 7155 lb /1.92 = 3,726 lb Pmax =V= 1,399 lb (kl /r)= (k * Lhoriz) /r min = (1x 44in)/0.496in = 88.7 in SINCE Fe>Fy /2, Fn= Fy *(1- fy /4fe) = 34,564 psi TYPE I SELECT - CASCADE ENGINE Configuration: TYPE 1 SELECTIVE RACK 1.500 in 7 1.500 in 1 4-025in 0.45 <= 1.33 OK 0.28 <= 1.33 OK Horizontal Member = Hannibal 1 -1 /2x1- 1 /2x16ga Area= 0.273 in ^2 r min= 0.496 in Fy= 55,000 psi K= 1.0 Clear Depth= D-B *2= 38.0 in X Brace= NO SINCE Fe<Fy /2, Fn= Fe = 26,208 psi Pn= AREA *Fn = 0.273in ^2*34564 psi = 9,436 lb (Id /r)= (k * Ldiag)/r min = (1x 52.3 in /0.496 in ) = 105.4 in Fe= pi ^2 *E /(Id /r) ^2 = 26,208 psi fr_1.500 in l o— 0.25 in 1 1.500 in Check End Weld Lweld= 2.0 in Fu= 65 ksi tmin= 0.060 in Weld Capacity= 0.75 * tmin * L * Fu * 1.33/2.5 = 3,120 lb OK Fe= pi ^2 *E /(kl /r) ^2 Fy /2= 27,500 psi = 37,006 psi Pallow= Pn /Qc = 9436 lb /1.92 = 4,915 lb Page /() of /3 8/26/2008 S tructurai C oncepts E ngineering 1200 N. Jefferson Ste. Ste F Anaheim. CA 92807 Tel: 714.632.7330 Fax: 714.632.7763 By: BOB Project: CASCADE ENGINE Project #: H -082108-0 Anchors Loads Fully Loaded rack %trans= 1,399 lb Movt= 2(F *hi) *1.15 = 208915in -lb * 1.15 = 240,252 in -lb Top Level Loaded Only Anchor Critical Level= 3 Check (2) 0.5" x 3.25" Embed HILTI KWIKBOLT TZ anchor(s) per base plate. Special inspection is provided per ICC ESR 1917. Fully Loaded: Top Level Loaded: DI/Frame= 300 lb PL/Frame= 12,600 lb Wst= (0.9 *DL +PL)total= 12,870 lb LL @ TOP= 4,200 lb DL/Lvl= 100 lb DL *0.90 = 90 lb Lateral Ovt Forces= E(R *hi)= 208,915 in-lb Total Dead Load per Bay =DL= 300 lb V1 =Vtop= Cs * Ip * Ws >= 350 lb = 0.16 * (4200 lb) = 672 lb V2=V Cs *Ip *DL = 48 lb Mst= (PL @ top + 0.9 *DL- total) *D /2 = (4200 lb + 300 lb *0.9) * 44 in /2 = 98,340 in-lb Pullout Capacity=Tcap= 2,178 lb Shear Capacity=Vcap= 2,839 lb TYPE I SELECT - CASCADE ENGINE Vtrans =V= 1,399 lb Tcap *Phi= 2,178 lb Vcap *Phi= 2,839 lb Configuration: TYPE 1 SELECTIVE RACK Mst= Wst * D/2 = 12870 lb * 44 in /2 = 283,140 in -lb Frame Depth =D= 44.0 in Htop-M=H= 192.0 in # Levels= 3 # Anchors /Base= 2 Hgt @ Lvl 3= 192.0 in HtoDratio= 4.4 Movt= V1 *Htop *1.15 + V2 * H/2 = 672 lb* 192 in* 1.15 +48lb* 192 in /2 = 152,986 in-lb LA. City Jurisdiction? NO Phi= 1 (350 lb/2839 1b)^1 = (621 lb/2178 Ib) ^1 + (168 lb/2839 1b) ^1 = T= (Movt- Mst) /D = (152986 in -lb - 98340 in-lb)/44 in = 1,242 lb 0.12 <= 1.0 OK 0.34 <= 1.0 OK tD� 91DF Fl FVATIfN V T= (Movt- Mst) /D = (2402521n -lb - 283140 in-lb)/44 in = -975 lb No Uplift Page // of /3 8/2612008 S tructural C oncepts E ngineering 1200 N. Jefferson Ste. Ste F Anaheim. CA 92807 Tel: 714.632.7330 Fax: 714.632.7763 By: BOB Project: CASCADE ENGINE Project #: H -082108 -6 Base Plate Section Baseplate= 7x5x3/8 Eff Width =W = 7.00 in Eff Depth =D = 5.00 in Column Width =b = 3.00 in Column Depth =d= 3.00 in L = 2.00 in Plate Thickness =t = 0.375 in Down Aisle Loads Moment Stress =fb1 = fb-fb2 = 84.0 psi TYPE I SELECT CASCADE ENGINE Configuration: TYPE 1 SELECTIVE RACK a = 2.50 in Anchor c.c. =2 *a =d = 5.00 in N =# Anchor /Base= 2 Fy = 36 ,E psi P = 6,450 lb Mbase =Mb = 8,000 in -lb Axial Bearing stress =fa = P/A = P /(D*W) M1= wL ^2/2= fa *L ^2/2 = 184 psi = 369 in -lb Moment Stress =fb = MIS = 6 *Mb /[(D *B ^2] Moment Stress =fb2 = 2 * fb * L/W = 195.9 psi = 112.0 psi M3 = (1 /2) *fb2 *L *(2/3) *L = (1/3)*fb2*LA2 Mtotal = M1 +M2 +M3 = 149 in -lb = 686 in -lb /in S -plate = (1)(t ^2)/6 = 0.023 in ^3 /in Pstatic= 6,450 lb Movt= 240,252 in-lb Frame Depth= 44.0 in = 5,460 lb b = Column Depth= 3.00 in L =Base Plate Depth -Col Depth= 2.00 in fa = P/A = P /(D*W) M= wL ^2/2= fa *L ^2/2 = 340 psi = 681 in -lb /in Sbase/in = (1)(t ^2)/6 (base = 0.75*Fy *1.33 = 0.023 in ^3 /in = 36,000 psi fb /Fb = M /[(S- plate)(Fb)] 0.81 OK M2= fbl *L ^2)/2 = 168 in -lb Fb = 0.75 *Fy *1.33 = 35,910 psi fb /Fb = Mtotal /[(S- plate)(Fb)] 0.81 OK Tanchor = (Mb- (P *0.9)(a)) /[(d) *N /2] Tallow= 2,178 lb OK = -1,303 lb No Tension Cross Aisle Loads Pseismic= Movt/Frame Depth P= Pstatic + Pseismic = 11,910 lb Page /2_ of /3 8/26/2008 S tructurai C oncepts E ngineering 1200 N. Jefferson Ste. Ste F Anaheim. CA 92807 Tel: 714.632.7330 Fax: 714.632.7763 Slab on Grade By: BOB Project: CASCADE ENGINE Project #: H -0821086 SLAB ELEVATION Base Plate 8= 7.00 in D. 5.00 in Load Case 1: Product + Seismic Product DL =DL= 150 lb PL= Product Load= 6,300 lb Puncture Slab Bending 1 y L 1 Asoil= (Pse *144) /(fsoil) = 1,715 in ^2 x= (L / = 12.7 in Fb= 5 *(phi) *(Pc)^0.5 /1.4 = 116.07 psi Load Case 2: Static Loads DL= 150 lb TYPE I SELECT ENGINE Configuration: TYPE 1 SELECTIVE RACK Ilii111i111iiilliillialliilli11111111 II ■1111111 i1Iii11uh11111liillllilli illnllii11iihl Pu= 1.2 *DL + 0.85 *PL + 1.4 *Pe = 13,179 lb Apunct= [(c +t) +(e +t)] *2 *t = 220.0 in ^2 slab width =a= 3.00 in depth =b= 3.00 in L= (Asoil) ^0.5 = 41.41 in M= w *x ^2/2 = (fsoil * x' 2 )/( 144 *2 ) = 564.3 in -lb PL= 6,300 lb P- seismic =Pe= (Movt/Frame depth) = 5,460 lb Pse= DL +PL +Pe= 11,910 lb Puncture Pu= 1.2 *DL + 1.4 *PL = 9,000 lb Apunct= [(c +t) +(e +t)] *2 *t = 220 in ^2 Fpunct= 2.66 *phi *sgrt(Pc) = 86.5 psi fv /Fv= Pu /(Apunct *Fpunct) = 0.473 < =1.0OK Slab Bending Asoil= (Ps *144) /( fsoil) = 929 ft^2 x= (L / = 7.3 in Fb= 5 *(phi) *(fc) ^03/1.4 = 116.07 psi L= (Asoil) ^0.5 = 30.48 in M= w *x ^2/2 = (mil * x ^2 )/( 144* 2) = 184.D in-lb y= (c *e) ^0.5 + t = 15.9 in S -slab= 1 *t ^2/6 = 4.17 inA3 fb/Fb= M /(S- slab *Fb) = 0.381 <= 1.0, OK Page /3 o /3 Basenlate Plan View eff. Plate width =c= 7.00 in eff. Plate depth =e= 5.00 in Concrete Pc= 2,500 psi tslab =t= 5.0 in phi =0= 0.65 Fpunct= 2.66 *phi *sgrt(fc) = 86.5 psi fv /Fv= Pu /(Apunct *Fpunct) = 0.693 <= 1.0 OK y= (c *e)^0.5 + t *2 = 15.9 in S -slab= 1 *t ^2/6 = 4.17 in ^3 fb /Fb= M /(S- slab *Fb) = 1.167 <= 1.33, OK DL +LL =Ps= 6,450 lb Transverse Elev Soil fsoil= 1,000 psf Movt= 240,252 in -lb Frame depth= 44.0 in (Strength Design Loads) 8/26/2008 S -- 12,6..c.(it(fr Project Name : CASCADE ENGINE Project Number : H- 080708 -2 Date : 08/11/08 Street Address : 18435 OLYMPIC AVE. S. City /State : TUKWILA, WA 98188 Scope of Work : STORAGE RACKS FAY E0 % %oort tructural � ---- -- ngineering 1200 N. Jerrerson St., Suite F Anaheim, GA 92807 Tel: 714.532.7330 Fax: 714.0327703 e -mail: mail @sceinc.net REVIEWLD FOR CODE COMPLIANCE APPROVED DEC - 3 2008 CA RECEIV OF TU AUG 2 7 2008 PERMIT CENTER AU6 1 1 2008 S tructural C oncepts ________il- 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 #: H -080708 -2 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 - h - 080708 - 2 Page of 1 U 8/11/2008 S tructural C oncepts E ngineering 1200 N. Jefferson Ste. Ste F Anaheim. CA 92807 Tel: 714.632.7330 Fax: 714.632.7763 By: S.P. Project CASCADE ENGINE Project #: H -080708 -2 Design Data 1) The analyses conforms to the requirements of the 2006 IBC and the 2004 Rack Manufacturers Institute Sepecifications for Steel Storage Racks (RMI) MH16.1-2004 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 ICBO reference on plans and calculations herein. Installer must provide any special inspection as called out on plans or calculations, or as required by the ICBO report indicated herein. 4) All welds shall conform to AWS procedures, utilizing E70)o( 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 6° thick with minimum 2500 psi compressive strength. Soil bearing capacity is 1000 psf. Definition of Components Frame height Product II Beam CASCADE ENGINE- 11- O8O708 -2 A Beam -► Length Front View: Down Aisle !Longitudinal) Frame Beam Spacing Column Beam to Column Connector Base Plate and Anchors The components herein are designed within the guidelines of the 2006 IBC and the 2004 Rack Manufacturers Institute Specifications for Storage Racks. The final design of the system is valid only with proper approval from the jurisdictional building official. Page of l L T Panel height HFrame� Depth Section A: Cross Aisle fTransverse ) Frame horizontal Brace Diagonal Brace 811 112008 Component Description STRESS Column Fy= 501Csi Struc C4x4.5 P =7613 lb, M =31332 in-lb 0.78-0K Column Backer None None None N/A Beam Fy =50Ksi Lvi 2: Struc C4x4.5 w /(1) front to back braces Lu =54 in Capacity: 6041 lb /pr 0.83 -OK Beam Connector Fy =50Ksi Lvi 2: 2 BOLT OK I Mconn =17331 in -lb Mcap =25037 in -lb 0.69 -OK Brace - Horizontal Fy =36Ksi Struc L2 x L2 x 1/8 0.29-0K Brace-Diagonal Fy =36Ksi Struc L2 x1.2 x 1/8 0.59-0K Base Plate Fy =36Ksi 8x5x3/8 j Rxity= 5000 in-lb 0.64-0K Anchor 2 per Base 0.5" x 3.25" Embed HILT! KWIKBOLT TZ ICC ESR 1917, SPECIAL INSPEC. REQD, (T =3407 lb) 0.43 - OK Slab 6° ttik x 2500 psi slab. 1000 psf Soil Bearing Pressure 0.88 -OK IBC 2006 Seismic Criteria # Bm Lvls Frame Depth Frame Height # Diagonals Beam Length Ss= 1.429, Fa =1 3 40 in 240 in 5 108 in S tructural C oncepts E ngineering 1200 N. Jefferson Ste. Ste F Anaheim. CA 92807 Tel: 714.632.7330 Fax: 714.632.7763 By: S.P. Project: CASCADE ENGINE Project #: H -080708 -2 Configuration & Summary: TYPE 1 SELECTIVE RACK Level 61" 52" 55" 2 Load Per Level (PL) 1 5,000 lb 2 5,000 lb 3 5,000 lb CASCADE ENGINE - h - 080708 - 2 Beam Spcg 55.0 in 52.0 in 61.0 in Brace 44.0 in 44.0 in 44.0 in 44.0 in 44.0 in 108" Total: 2,445 lb _ -I 1,371 lb Page U. of / L} 240" ... 44" Story Force Story Force Column Column Conn. Beam Transv Longit. Axial Moment Moment Connector 408 lb 229 lb 7,613 lb 31,332 "# 27,674 °# 3 BOLT o KI 793 lb 445 lb 5,075 lb 14,853 "# 17,331 "# 2 BOLT OK 1,245 lb 698 lb 2,538 lb 10,645 "# 9,904 °# 2 BOLT OK Notes 8111/2008 S tructural C oncepts E ngineering 1200 N. Jefferson Ste. Ste F Anaheim. CA 92807 Tel: 714.632.7330 Fax: 714.632.7763 By: S.P. Project: CASCADE ENGINE Project #: H -080708 -2 Seismic Forces Lateral analysis is performed with regard to the IBC 2006 Sec. 2208.1 and the 2004 MI Sec 2.7.3. & ASCE 7 -05 sec 15.5.3 Transverse (Cross Aisle) Seismic Load Level 1 2 3 CASCADE ENGINE - h - 080708 - 2 Configuration: TYPE 1 SELECTIVE RACK DL per Lvl= 75 1b V= Cs *Ip *(LL*0.67 +1.0 *DL) Cs * Ip= 0.2380 Ws= (0.67 * PL * PL) + DL V„ 0.015 = 10,275 lb Eff Base Shear= 0.2380 Cs= 2.5*Ca/R >= 0.14* 2/3 *Ss *Fa = 0.2380 Level PL (Product Load) PL *0.67 *PLrf 1 5,000 lb 3,350 lb 2 5,000 lb 3,350 lb 3 5,000 lb 3,350 lb Longitudinal (Downaisle) Seismic Load 10,050 lb Ws= (0.67 * PL * PL) + DL = 10,275 lb Cs * Ip= 1.2 *Cv /(R*T ^0.66) >= Vmin2 = 0.1334 V„:„,i= 0.015 PL (Product Load) 5,000 lb 5,000 lb 5,000 lb PL *0.67 3,350 lb 3,350 lb 3,350 lb 10,050 lb Vtransv= 0.238 * (225 lb + 10050 lb) DL 75 lb 75 lb 75 lb 225 lb W=10275 lb Eff Base Shear= 0.1334 Vlong= 0.1334 * (225 lb + 10050 lb) = 1,371 lb ASD Loading V„;,,2= 0.14*2/3*Ss*Fa= 0.1334 DL 75 lb 75 lb 75 lb = 2,445 lb ASD Loading hi 55 in 107 in 168 in hi 55 in 107 in 168 in 225 lb W =10275 lb (RMI Sec 2.5.1.2) wi *hi 188,375 366,475 575,400 1,130,250 wi *hi 188,375 366,475 575,400 1,130,250 Ss= 1.429 S1= 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= F 407.5 lb 792.8 lb 1,244.7 lb 2,445 lb T= PI-:F= (Longitudinal ) R= 6.0 Cv= 2/3 *S1 *W= 0.4926 F 228.5 lb 444.5 lb 698.0 lb 1,371 lb R *hi 22,413 -# 84,830 -# 209,110 -# 2= 316,352 Page 5 of I Q 8/ I 1/2008 S tructural C oncepts E ngineering 1200 N. Jefferson Ste. Ste f Anaheim. CA 92807 Tel: 714.632.7330 Fax: 714.632.7763 By: S.P. Downaisle Seismic Loads Determine the story moments by applying portal analysis. The base plate is assumed to provide partial fixity. T frame made Tribota y area oftwo colum ns Seismic Story Forces of rack frame Vlong= 1,371 lb Vco1= VIong /2= 686 lb F1= 229 lb F2= 445 lb F3= 698 lb Seismic Story Moments Mbase -max= 5,000 in-lb < = == Default capacity Mbase -v= (Vcol *hleff) /2 = 18,166 in-lb < = == Moment going to base Mbase -eff= Minimum of Mbase -max and Mbase -v = 5,000 in-lb LEVEL 1 2 3 M 1 -1= [Vcol * hleffj- Mbase -eff = (686 lb * 53 in )-5000 in-lb = 31,332 in-lb Mseis= (Mupper +Mlower) /2 = 23,092 in -lb hi 55 in 52 in 61 in Axial Load 7,613 lb 5,075 lb 2,538 lb Mconn- allow(2 Bott)= 25,037 in-lb CASCADE ENGINE - H - 080708 - 2 Project: CASCADE ENGINE Configuration: TYPE 1 SELECTIVE RACK 1 4 1.. 1 4 I r r . . foH , a- Mseis(1 -1)= (31332 in-lb + 14853 in-lb)/2 Mseis(2 -2)= (14853 in-lb + 10645 in-lb)/2 Summary of Forces Column Moment 31,332 in-lb 14,853 in-lb 10,645 in -lb Front View Conceptual System M 2 -2= [Vcol- (F1)/2] * h2 = [686 lb - 222.3 Ib] *52 in /2 = 14,853 in-lb = 12,749 in -lb Side View Mseismic Mend -fixity Mconn 23,092 in-lb 4,582 in-lb 27,674 in-lb 12,749 in-lb 4,582 in-lb 17,331 in -lb 5,322 in -lb 4,582 in-lb 9,904 in -lb Vcol Project #: H -080708 -2 Typical Frame made of two colu a11i)114.1li Snit Beam to Column Elevation Beam Connector 2 BOLT NG 2 BOLT OK 2 BOLT OK Page .G of q 8/ I 1/2008 S tructural C oncepts Engineering 1200 N. Jefferson Ste. Ste F Anaheim. CA 92807 Tel: 714.632.7330 Fax: 714.632.7763 Column Analysis conforms to Chapter H of the 9th Edition AISI ASD Manual. Section Properties Loads 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 Axial Analysis SINCE (KL/r)max < Cc, USE EQTN E2 -1 Bending Analysis Combined Stresses By: S.P. Project: CASCADE ENGINE Project #: H -080708 -2 Fy= 50,000 psi Kx= 1.7 Lx= 55.0 in Ky= 1.0 Ly= 44.0 in Cm= 0.85 Pmax= 7,613 lb Column Stresses @ Level 1 Mmax= 31,332 in-lb (Id /r)x = (1.7 *55 in/1.656 in) (Id /r)y = (1 *44 in /0.464 in) = 56.46 = 94.83 Configuration: TYPE 1 SELECTIVE RACK (Id /r)max= 94.83 Cc = (2n ^2E/Fy) ^0.5 = 107.0 Fa = (1- ald /r) ^2/2Cc ^2)1Fv 5/3 + 3(Id /r) /8Cc - (Id /r) ^3/8Cc ^3 = 15,881 psi 0<(1- fa /Fe)= 1.00 fa= P /AREA = 6,387 psi fa /Fa= 0.40 > 0.15 fbx= M/S = 19,163 psi Fbx= 0.6 *Fy = 30,000 psi Fex= (12 *n ^2 *E) /(23 *(KL/r) ^2) fb /Fb= 0.64 = 46,843 psi (H1 -1): fa /Fa + fbx /[Fbx * (1- fa /F'ex)] = 1.04 <_ 1.33 OK (H1 -2): fa /(0.6 *Fy) + ib /Fb = 0.85 5 1.33 OK CASCADE ENGINE - H - 080708 - 2 Page 1 of II 8/1 (/2008 S tructural C oncepts E ngineering 1200 N. Jefferson Ste. Ste F Anaheim. CA 92807 Tel: 714.632.7330 Fax: 714.632.7763 By: S.P. Project: CASCADE ENGINE Project #: H -080708 -2 Beam 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 Loads Bending Deflection Beam Member= Strut C4x4.5 Beam at Level= 2 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 % End Rxity= 20 % 0 = 0.2 Mcenter= B *(wL ^2/8) = 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 lb Mcenter= 0.108 * wL^2 = 29,632 in-lb M= 29,632 in-lb fb= (M /Sx) /a = 19,519 psi Bending Capcity= 6,041 lb /pair Defi-allow= L/180 = 0.600 in Deflection Capacity= 8,604 lb /Pair CASCADE ENGINE - H - 080708 - 2 Configuration: TYPE 1 SELECTIVE RACK DL= 4.5 lb /ft Thickness= 0.137 in Beam Shape= Channel Impact Factor (a)=(1- 25%/2)= 0.875 <=== Critical Coeff 8= 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 lb /ft) * 2 * 108 in /12 = 81 lb Mends= 0.0167 *wL ^2 = 4,582 in-lb Allowable load per beam pair= 6,041 lb fb /Fb= 19519 psi/23641 psi = 0.83 <= 1.0, OK Deft= B * [5wL ^4/(384 *E *Ix)] = [5 *23.5 Ib /in *(108 in) ^4/(384 *29.5x10^6 psi * 3.469 in ^4)] *0.864 = 0.351 in <= 0.6 in, OK Page 7 of I y 4.000 Dist Load =w= 23.5 lb /in 811 1/2008 S tructural V •• e• s By: S.P. 3 Bolt Beam to Column Connection Mconn max= 27,674 in-lb Load at level 1 Shear Capacity of Bolt BOLT DIAM= 050 in Fv -bolt= 21,000 psi Ashear= (0.5 in)A2 * Pi /4 = 0.1963 inA2 Bearing Capacity of Bolt ngineering 1200 N. Jefferson Ste. Ste F Anaheim, CA 92807 Tel: 714.632.7330 Fax: 714.632.7763 Pshear= Ashear * Fv = 21,000 psi * 0.1963 in ^2 = 4,122 lb Moment Capacity of Bracket Edge Distance =E= 1.00 in Mcap= Sdip * Pending = 0.127IN ^3 *0.66 *Fy = 4,191 in -lb CASCADE ENGINE -h- 080708 -2 Project: CASCADE ENGINE Project #: h- 080708 -2 Connector Type= 3 Pin Per the1996 AISI Lold Formed Steel Manual, Sec E3.3: tcol= 0.14 in Fu= 65,000 psi Omega= 2.22 alpha= 2.22 Pbearing= alpha * Fu * diam * tool /Omega = 2.22 * 65000 PSI * 0.5 IN * 0.137 IN/2.22 = 4,453 lb > 4122 lb C= P1 +P2 +P3 tdip= 0.18 in = P1 +P1 *(2.5 "/4.5 ") +P1 *(0.5 "/4.5") = 1.667 * P1 TYPE 1 SELECTIVE RACK Fy= 50,000 psi Bolt Spacing= 2.0 in Fy= 50,000 psi Pclip= Mcap /(1.667 * d) = 4191 in-lb/(1.667 * 0.5 in) Thus, P1= 4,122 lb = 5,028 lb Mconn - allow= [P1 *4.5 " +P1 *(2.5 "/4.5 ") *2.5 " +P1 *(0.574.5 ") *0.5 "] *1.33 = 4122 LB *[4.5" +(2.5%4.572.5 "+ (0.5'74.570.51*1.33 = 32,671 in -lb > Mconn max, OK Sdip= 0.127 in ^3 SINCE C *d= Mcap = 1.667 AND d= E/2 = 0.50 in Page C I of 1 y 81 I I /2008 S tructure G anc ngineering 1200 N. Jefferson Ste. Ste F Anaheim. CA 92807 Tel: 714.632.7330 Fax: 714.632.7763 By: S.P. Project: CASCADE ENGINE Project #: H- 080708 -2 2 Bolt Beam to Column Connection Mconn max= 17,331 in-lb Load at level 2 Shear Capacity of Bolt BOLT DIAM= 0.50 in Fv -bolt= 21,000 psi Ashear= (0.5 in) ^2 * Pi /4 = 0.1963 in ^2 Bearing Capacity of Bolt Pshear= Ashear * Fir = 21,000 psi * 0.1963 in ^2 = 4,122 lb tcol= 0.14 in Omega= 2.22 Moment Capacity of Bracket Edge Distance =E= 1.00 in C. P1 +P2 = P1 +P1 *(0.5 "/4.5") = 1.11 * P1 Mcap= Sdip * Fbending = 0.127 IN ^3 *0.66 *Fy = 4,191 in-lb CASCADE ENGINE - H - 080708 - 2 Connector Type= 2 Pin Per the1996 AISI (.old Formed Steel Manual, Sec E3.3: TYPE 1 SELECTIVE RACK Fu= 65,000 psi alpha= 2.22 Pbearing= alpha * Fu * diam * tcol/Omega = 2.22 * 65000 PSI * 0.5 IN * 0.137 IN /2.22 = 4,453 lb > 4122 lb Pclip= Mcap /(1.11 * d) = 4191 in-lb/(1.11 * 0.5 in) = 7,551 lb Mconn - allow= [P1 *4.5 " +P1 *(0.5 74.5 ") *0.5 "] *1.33 = 4122 LB *j4.5" +(0.574.570.5 "J *1.33 = 25,037 in -lb > Mconn max, OK Fy= 50,000 psi Bolt Spacing= 4.0 in Fy= 50,000 psi tdip= 0.18 in Sdip= 0.127 in ^3 SINCE C *d= Mcap = 1.11 AND d= E/2 = 0.50 in Thus, P1= 4,122 lb 12" 12" Page 10 of J Ll 8/ II/2008 s tructural C oncepts E ngineering 1200 N. Jefferson Ste. Ste+ Anaheim. CA 92807 Tel: 714.632.7330 Fax: 714.632.7763 Transverse Brace Section Properties By: S.P. Project: CASCADE ENGINE Diagonal Member= Struc L2 x L2 x 1/8 Area= 0.484 in ^2 r min= 0.398 in Fy= 36,000 psi K= 1.0 S2c= 1.92 Frame Dimensions Diagonal Member V= Vtransv= 2,445 lb Ldiag= [(D- B *2)A2 + (H- 6'x^2] ^1 /2 = 52.9 in Horizontal brace Pmax= V *(Ldiag /D) = 3,234 lb Fallow= Pn/Q = 7978 lb /1.92 = 4,155 lb fa /Fa= Pmax =V= 2,445 lb (kl /r)= (k * Lhoriz) /r min = (1x40 in) /0.398 in = 100.5 in SINCE Fe >Fy /2, Fn= Fy *(1- fy /4fe) = 24,760 psi fa /Fa= CASCADE ENGINE - h - 080708 - 2 Bottom Panel Height =H= 44.0 in Frame Depth=D= 40.0 in Column Width=B= 1.6 in Pn= AREA *Fn = 0.484 inA2 * 16484 psi = 7,978 lb 0.78 <= 1.33 OK 0.39 <= 1.33 OK Configuration: TYPE 1 SELECTIVE RACK b2.000 Horizontal Member= Struc 12 x L2 x 1/8 Area= 0.484 in ^2 r min= 0.398 in Fy= 36,000 psi K= 1.0 Clear Depth= D-B *2= 36.8 in X Brace = NO SINCE Fe<Fy /2, Fn= Fe = 16,484 psi Fe= piA2 *E/(kl /r)A2 Fy /2= 18,000 psi = 28,826 psi Pn= AREA *Fn = 0.484in ^2 *24760 psi = 11,984 lb Page ( I of (kl /r)= (k * Ldiag)/r min = (1x 52.9 in /0.398 in ) = 132.9 in Fe= pi ^2 *E /(kl /r) .2 = 16,484 psi Pallow= Pn /Qc = 11984 lb /1.92 = 6,242 lb Project #: H -080708 -2 0.125 in 2.000 in Check End Weld Lweld= 2.5 in Fu= 65 ksi tmin= 0.125 in Weld Capacity= [1- (0.01 *L /t)j* L * Fu * 1.33/2.5 = 8,6671b OK 81 I I /2008 S tructural C oncepts E ngineering 1200 N. Jefferson Ste. Ste F Anaheim. CA 92807 Tel: 714.632.7330 Fax: 714.632.7763 By: S.P. Project: CASCADE ENGINE Project #: H -080708 -2 Anchors Loads Fully Loaded rack Anchor Top Level Loaded: DL/Frame= 225 lb PL/Frame= 15,000 lb Wst= (0.9 *DL +PL)total= 15,203 lb LL @ TOP= 5,000 lb DL/LvI= 75 lb DL *0.90 = 68 lb Lateral Ovt Forces= E(R *hi)= 316,352 in-lb Vtrans= 2,445 lb Movt= E(R *hi) *1.15 = 3163521n -Ib * 1.15 = 363,805 in-lb Top Level Loaded Only Critical Level= 3 Vtrans=V= 2,445 lb Vtop= Cs * Ip * Ws >= 350 lb = 0.238 * (225 lb + 5000 lb) = 1,244 lb Mst= (PL @ top + 0.9 *DL- total) *D /2 = (5000 lb + 225 lb *0.9) * 40 in /2 = 104,050 in -lb Check (2) 0.5" x 3.25" Embed HILTI KWIKBOLT TZ anchor(s) per base plate. Special inspection is provided per ICC ESR 1917. CASCADE ENGINE - H - 080708 - 2 Pullout Capacity=Tcap= 2,178 lb Shear Capadty=Vcap= 2,839 lb Tcap *Phi= 2,897 lb Vcap*Phi= 3,776 lb Configuration: TYPE 1 SELECTIVE RACK Mst= Wst * D/2 = 15202.5 lb * 40 in/2 = 304,050 in-lb Frame Depth =D= 40.0 in Htop -Ivl= 168.0 in # Levels= 3 # Anchors /Base= 2 Hgt @ Lvi 3= 168.0 in HWD ratio= 4.2 Movt= Vtop *Htop *1.15 = 12441b *168 in *1.15 = 240,341 in-lb L.A. City Jurisdiction? NO Phi= 1.33 Fully Loaded: (747 lb/2897 Ib) ^1.66 + (611 lb/3776 lb) ^1.66 = T= (Movt- Mst) /D = (240341 in -lb - 104050 in-lb)/40 in = 3,407 lb 0.15 <= 1.0 OK (1704 lb/2897 lb) ^1.66 + (311 lb/3776 lb) ^1.66 = 0.43 <= 1.0 OK • T 91 o Fl FVATION V T= (Movt - Mst)/D = (363805in -Ib - 304050 in-lb)/40 in = 1,494 lb Page 1 of I ' t 811 1 /2008 S tructural C oncepts E ngineering 1200 N. Jefferson Ste. Ste F Anaheim.,CA 92807 Tel: 714.632.7330 Fax: 714.632.7763 By: S.P. Project: CASCADE ENGINE Base Plate Section Baseplate= 8x5x3/8 Width =W = 8.00 in 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 Moment Stress =fb1 = fb-fb2 = 46.9 psi CASCADE ENGINE - H - 080708 - 2 Configuration: TYPE 1 SELECTIVE RACK P = 7,613 lb Mbase =Mb = 5,000 in -lb Axial Bearing stress =fa = P/A = P /(D*W) M1= wLA2 /2= fa *LA2 /2 = 190 psi = 381 in-lb Moment Stress =fb = M/S = 6 *Mb /[(D*BA2] Moment Stress =fb2 = 2 * fb * L/W = 93.8 psi = 46.9 psi S -plate = (1)(t "2)/6 = 0.023 inA3 /in a = 3.00 in Anchor c.c. =2 *a =d = 6.00 in N =# Anchor/Base= 2 Fy = 36,000 psi M2= fb1 *LA2) /2 = 94 in -lb M3 = (1 /2) *fb2 *L *(2/3) *L = (1 /3) *fb2 *LA2 Mtotil = M1 +M2 +M3 = 63 in -lb = 537 in -lb /in Fb = 0.75 *Fy *1.33 = 35,910 psi Project #: H -080708 -2 fb /Fb = Mtotal /[(S- plate)(Fb)] 0.64 OK Tanchor = (Mb- (P *0.9)(a)) /[(d) *N /2] Tallow= 2,897 lb OK = -2,592 lb No Tension Page 1 3 of I 8/ I I /2008 S tructural C oncepts Slab on Grade Puncture Slab Bending E ngineering By: S.P. Load Case 1: Product + Seismic Product DL= 113 lb PLL= Product LL= 7,500 lb Load Case 2: Static Loads PDL= 113 lb CASCADE ENGINE - h - 080708 - 2 1200 N. Jefferson Ste. Ste F Anaheim. CA 92807 Tel: 714.632.7330 Fax: 714.632.7763 Iliilllillii1Ilii11111 iillFilfi111iillliilli' 1111111I111ii1llilll11111i111i11iil 111111ll x -+ 1 c oF Imo- x Ly ►I SLAB ELEVATION Base Plate B= 8.00 in D= 5.00 in Pu= 1.2PDL + 0.5PLL + 1.0 *E = 16,618 lb Apunct= [(c +t) +(e +t)] *2*t = 300.0 in ^2 Asoil= (Pse *144) /( fsoil) = 2,393 in ^2 x= (L / = 15.3 in Fb= 5 *(phi) *(fc) ^0.5/1.4 = 116.07 psi Project: CASCADE ENGINE Configuration: TYPE 1 SELECTIVE RACK Project #: H -080708 -2 stab width =a= 4.00 in depth=b= 1.58 in L= (Asoil)^0.5 = 48.92 in M= w *x ^2/2 = (fsoil *x ^2)/(144 *2) = 812.5 in-lb PLL= 7,500 lb Page of 111 Baseplate Plan View eff. Plate width =c= 8.00 in eff. Plate depth =e= 5.00 in P- seismic =E= (Movt/Frame depth) *1.4 = 12,733 lb Pse= DL +LL+E/1.4= 16,708 lb y= (c *e) ^0.5 + t *2 = 18.3 in S -slab= 1 *t ^2/6 = 6.0 in ^3 fb/Fb= M /(S- slab *Fb) = 1.17 DL +LL=Ps= 7,613 lb Transverse Elev Concrete Soil f c= 2,500 psi fsoil= 1,000 psf tslab =t= 6.0 in Movt= 363,805 in-lb phi =o= 0.65 Frame depth = 40.0 in Fpunct= 2.66 *phi *sgrt(f c) = 86.5 psi fv/Fv= Pu /(Apunct *Fpunct) = 0.64 < 1.0 0K (Strength Design Loads) < 1.33, OK Puncture Pu= 1.4 *PDL + 1.7 *PLL = 12,908 lb Apunct= [(c +t) +(e +t)] *2 *t = 300 in ^2 Fpunct= 2.66 *phi*sqrt(f c) = 86.5 psi fv /Fv= Pu /(Apunct *Fpunct) = 0.50 < LO OK Slab Bending Asoil= (Ps *144) /( fsoil) = 1,096 ft ^2 x= (L / = 7.4 in Fb= 5 *(phi) *(Pc)^0.5 /1.7 = 95.59 psi L= (Asoil) ^0.5 = 33.11 in M= w*x ^2/2 = (mil * x ^2 *2 ) = 189.7 in-lb y= (c *e) ^0.5 + t *2 = 18.3 in S -slab= 1 *t ^2/6 = 6.0 in ^3 fb /Fb= M /(S- slab *Fb) = 0.33 <1.0,OK 8111/2008 05 -04 -2009 DAVID LITTLE 9883 40 AV S SEATTLE WA 98118 RE: Permit No. D08 -417 18435 OLYMPIC AV S TUKW Dear Permit Holder: city of ru 7a In reviewing our current records the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code and/or the International Mechanical Code, every permit issued by the Building Division under the provisions of this code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 180 days from the date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work is commenced for a period of 180 days. Based on the above, you are hereby advised to: Call the City of Tukwila Inspection Request Line at 206 - 431 -2451 to schedule for the next or final inspection. This inspection is intended to determine if substantial work has been accomplished since issuance of the permit or last inspection; or if the project should be considered abandoned. If such determination is made, the Building Code does allow the Building Official to approve one or more extensions of time for additional periods not exceeding 90 days each. Extension requests must be in writing and provide satisfactory reasons why circumstances beyond the applicants control have prevented action from being taken. In the event you do not call for the above inspection and receive an extension prior to 06/10/2009 , your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, Bill Rambo Permit Technician xc: Permit File No. D08 -417 Jim Haggerton, Mayor Department of Community Development Jack Pace, Director 6300 Southcenter Boulevard, Suite #100 e Tukwila, Washin -ton 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 November 6, 2008 David Little 9883 — 40 Avenue S Seattle, WA 98118 Dear Mr. Little: o • City of f Tukwila Department of Community Development Jack Pace, Director RE: CORRECTION LETTER #3 Development Application Number D08 -417 Cascade Engine —18435 Olympic Avenue S This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Building Department. At this time, the Fire Department has no comments. Building Department: Allen Johannessen at 206 - 433 -4163 if you have questions regarding the attached comments. Please address the attached comments in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that two (2) complete 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. D08 -417 P:\Pemtit Center\Correction Lettersk2008\DO8 -017 Correction Ltr #3.DOC wer Jim Haggerton, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 Building Division Review Memo Date: November 5, 2008 Project Name: Cascade Engine Permit #: D08 -417 Plan Review: Allen Johannessen, Plans Examiner Tukwila Building Division 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 letter from Bobby Sharifi dated October 22, stated special inspection is not required for the installation of the anchors per section 1704.3 of the IBC. That code section reference is for "Special Cases" and is not an exception to the requirement. Therefore that letter as stated is not applicable. Both document calculations provided by the engineer (Structural racking and Roll- Form - Racking) specify "Special inspection is provided per ICC ESR 1917 ". ESR 1917 has specific requirements for special inspections. Therefore special inspections shall be required. Please provide documentation, shown on the plans, to require special inspections consistent with specifications provided in the engineer's calculations. (IBC 1705.3 & 1707.6) Should there be questions concerning the above requirements, contact the Building Division at 206 -431- 3670. No further comments at this time. October 3, 2008 David Little 9883 — 40 Avenue S Seattle, WA 98118 Dear Mr. Little: Sincerely, Brenda Holt Permit Coordinator encl File No. D08 -417 0 CI of Tu lla RE: CORRECTION LETTER #2 Development Application Number D08 -417 Cascade Engine —18435 Olympic Avenue S If you have any questions, please contact me at (206) 431 -3670. P:'Permit Center\Correction Letters \2008\D08 -417 Correction Ltr #2.DOC wer S Department of Community Development Jack Pace, Director This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Building Department. At this time, the Fire Department has no comments. Building Department: Allen Johannessen at 206 - 433 -4163 if you have questions regarding the attached comments. Please address the attached comments in an itemized format with applicable revised plans, specifications, and /or other documentation. The City requires that two (2) complete 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. Jim Haggerton, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 Building Division Review Memo Date: September 29, 2008 Project Name: Cascade Engine Permit #: D08 -417 Plan Review: Dave Larson, Senior Plans Examiner Tukwila Building Division Dave Larson, Senior Plan 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 showing rack location needs to be labeled as to what rack type is used for each row or partial row. You have two detail pages both called SCE 1 of 1. Both pages show a Type 1 selective rack however they are not the same. Other rack configurations shown are not labeled for type. The revised plan labels some of the racks as Roll -Form Pallet racks. How do I match these to engineering and plan details provided. Please key floor plan for rack type and provide individual details for each type. 2. The sizes of the various members are not typical to what I've seen in the past. For example, the 5x8 footplate welded to the 4x1 5/8 vertical leg. Are these racks custom built or are they manufactured this way? I have also never seen a rack column with one leg angled in at the bottom. Is this an altered condition to a manufactured design or is it manufactured that way? Maybe a narrative description of these concerns would be helpful to clear up any special conditions. 3. The means of egress plan is incomplete as the main path required to have emergency lighting must be continuous between exterior exits. Please revise as discussed during our phone conversation. Should there be questions concerning the above requirements, contact the Building Division at 206 -431- 3670. No further comments at this time. Alan Metzler - Cascade Engine • From: "David Little" To: Date: 09/25/2008 10:37 AM Subject: Cascade Engine Mr. Metzler, With regard to Cascade Engine: - Storage of Engines and Engine Parts for Distribution - • Engines are stored on metal grates — 2x4" grate • Whole Engines and metal parts • Palletized material is for dry goods and manufactured goods. No aerosols or flammable material. • Little if any hoses or belt Let me know if you need any further information, - David David Little Engineered Products, a Pape Company (206) 394 -3306 - Direct (425) 218 -3108 - Cell (206) 575 -6688 - Fax dlittle @eppape.com • Page 1 of 1 file: / /C: \Documents and Settings \metzler -a \Local Settings \Temp \XPgrpwise \48DB69FEt... 09/25/2008 /. September 5, 2008 David Little 9883 — 40 Avenue S Seattle, WA 98118 RE: CORRECTION LETTER #1 Development Application Number D08 -417 Cascade Engine —18435 Olympic Avenue S Dear Mr. Little: 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. Building Department: Fire Department: Al Metzler at 206 -575 -4407 if you have questions regarding the attached comments. Please address the attached comments in an itemized format with applicable revised plans, specifications, and /or other documentation. The City requires that two (2) complete 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, Brenda Holt Permit Coordinator encl File No. D08 -417 Cliv ofTu =4 w `l r Department of Community Development 44- P:\Pennit Center \Correction Letters V008008-417 Correction Ltr #1.DOC wer Dave Larson at 206 - 433 -7163 if you have questions regarding the attached comments. Jim Haggerton, Mayor Jack Pace, Director 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 Building Division Review Memo Date: August 29, 2008 Project Name: Cascade Engine Permit #: D08 -417 Plan Review: Allen Johannessen, Plans Examiner Tukwila Building Division Allen Johannessen, Plan 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. Provide an egress plan that identifies all illuminated exit signs and common path of egress aisle way illumination. The path of egress shall show sufficient illumination of 1 foot - candle at the walking surface leading to the exit discharge doorways. (IBC Section 1006) 2. Identify exit doors leading to or from the Fab Shop. 3. Name or identify each adjacent space. Should there be questions concerning the above requirements, contact the Building Division at 206 -431- 3670. No further comments at this time. Project Name: Cascade Engine 18435 Olympic Av S Permit File No.: D08 -417 Date: September 3, 2008 • FIRE DEPARTMENT REVIEW COMMENTS Reviewer: Al Metzler Fire Project Coordinator (206)575 -4407 1. Provide a list of commodities being stored in the racks and the quantities of each commodity. 2. Provide MSDS's for any flammable /combustible liquids or hazardous materials being used or stored on site. ACTIVITY NUMBER: D08-417 DATE: 11-25-08 PROJECT NAME: CASCADE ENGINE SITE ADDRESS: 18435 OLYMPIC AV S Original Plan Submittal Response to Incomplete Letter # X Response to Correction Letter # . 3 Revision # After Permit Issued DEPARTMENTS: Bui Algo Public Works PLAN REVIEW/ROUTING SLIP Fire Prevention Structural Permit Coordinator LI DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: APPROVALS OR CORRECTIONS: Approved Approved with Conditions Notation: REVIEWER'S INITIALS: Documents/routing sl ip.doc 2-2802 • PERMIT COORD COPY • Incomplete 111 LI DATE: Planning Division LI DUE DATE: 12-02-08 Not Applicable lII ••••• - 1 - ;";.• '• • • • • • • ' :• . -• • • • - • ft: s-to hn••• ' ' - • • - • INCOMPLETE LETTER MAILED: LETTER 0F COMPLETENESS MAILED: Departments determined incomplete: Bldg 0 Fire 0 Ping 0 PW 0 Staff Initials: TUES/THURS ROU TING: Please Route Structural Review Required El No further Review Required Lii REVIEWER'S INITIALS: DUE DATE: 12-30-08 Not Approved (attach comments) El DATE: 'T a• ' ‘;• Permit •Celifii.ple t;;.. • CORRECTION LETTER MAILED: Departments issued corrections: Bldg 0 Fire 0 Ping 0 PW 0 Staff Initials: DEPARTMENTS: it6 B I fn gk 1 on Complete Comments: TUES/THURS RO)<JTING: Please Route Documents/routing slip.doc 2-28-02 PERMIT COORD COPY • PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D08417 PROJECT NAME: CASCADE ENGINE SITE ADDRESS: 18435 OLYMPIC AVE S • • • DATE: 11 -03 -08 Original Plan Submittal Response.to Incomplete Letter # X Response to Correction Letter # 2 Revision # After Permit Issued APPROVALS OR CORRECTIONS: Fire Prevention Public Works ❑ Structural ❑ Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 11 -04 -08 Incomplete Permit Ceriter U Only ��' ' +i'' ' r.•'F- ,tr.n ` INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Structural Review Required Planning Division Not Applicable No further Review Required REVIEWER'S INITIALS: DATE: DUE DATE: 12 -02-08 Cl Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) ri Notation: REVIEWER'S INITIALS: DATE: Permit Centei'Use•Orily : * , ' : ,. •.f °5 x• •. . •• CORRECTION LETTER MAILED: i — Complete Comments: TUESITHURS RO TING: Please Route ACTIVITY NUMBER: D08 -417 PROJECT NAME: CASCADE ENGINE SITE ADDRESS: 18435 OLYMPIC AV S Original Plan Submittal X Response to Correction Letter # 1 DATE: 09 -24 -08 Response to Incomplete Letter # Revision # After Permit Issued DEPARTMENTS: I31 iM Building Division Public Works ❑ Documents/routing slip.doc 2 -28 -02 PERMIT COORD COPY • PLAN REVIEW /ROUTING SLIP a -o0 APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions Notation: REVIEWER'S INITIALS: filAV Fire Prevention Structural Planning Division ❑ Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 09 -25 -08 Incomplete Not Applicable Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Structural Review Required ❑ No further Review Required REVIEWER'S INITIALS: DATE: DATE: Permit Center Use Only ,,, CORRECTION LETTER MAILED: IL ✓ ,{ �' ) Departments issued corrections: Bldg ( Fire ❑ Ping ❑ PW ❑ Staff Initials: n IN' ►! DUE DATE: 10 -23 -08 Not Approved (attach comments) rV ACTIVITY NUMBER: D08 -417 DATE: 08 -27 -08 PROJECT NAME: CASCADE ENGINE SITE ADDRESS: 18435 OLYMPIC AV S X Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # Revision # after Permit Issued DEPARTMENTS; `G Buiing D ivision Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: 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 REVIEWER'S INITIALS: Documents/routing slip.doc 2 -28 -02 B PERMIT COORD COPY II PLAN REVIEW /ROUTING SLIP Structural Incomplete Structural Review Required APPROVALS OR CORRECTIONS: Approved n Approved with Conditions Notation: REVIEWER'S INITIALS: d 9i Fir, Pr n No further Review Required DATE: DATE: Planning Division Permit Coordinator n Fl DUE DATE: 08-28 -08 Not Applicable n n DUE DATE: 09-25-08 Not Approved (attach comments) Permit Center Use Only 1Q� CORRECTION LETTER MAILED: ' Ov Departments issued corrections: Bldg Fire [1 Ping ❑ PW ❑ Staff Initials: 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.tulcwila.wa.us Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: litz,d12 ❑ Response to Incomplete Letter # ® Response to Correction Letter # 3 Plan Check/Permit Number: DO8 -417 ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: CASCADE ENGINE Project Address: 18435 OLYMPIC AVE S Contact Person:' r it 1 Phone Number: 123-- I C Summary of Revision: 0 45 S. . • Ne) , S f9cu7. ( i wyi; Pt ri i\ Lein cf Ov` Ork i .ti ( S4 1 7 rwt h (ti _ A,- , riiti a Kcc Iv). %n tc, Km, -1., ?ST_ \applications\forms- applications on line\revision submittal Created: 8 -13 -2004 Revised: Steven M. Mullet, Mayor Steve Lancaster, Director Rec env OF�11Kwu NOV 25 2008 pERMIT CENTEh Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by; b( Entered in Permits Plus on do City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: L l `. � -0_Z/ Plan Check/Permit Number: D08 -417 ❑ Response to Incomplete Letter # ® Response to Correction Letter # 2 ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: CASCADE ENGINE Project Address: 18435 Olympic Avenue S Contact Person: David Little Phone Number: - 35't -2C Su mary of Revision: C 2, Slops. /e (t I S yvt�c� o- L l i / G 1 C'�.G ra,) L /? c (.. / �� L - 741 1S f� ti �v,_ /1 Cv/� -h rte, At^. LA.. IIA. CZ CrS KO yfrij c rvC or,S5 \applications \forms- applications on line\revision submittal Created: 8 -13 -2004 Revised: (Jr.4 Sheet Number(s): "Cloud" or highlight all areas of revision including date of revisiion Received at the City of Tukwila Permit Center by: Entered in Permits Plus on 1 l ; -- 7 - 10 d RECEIVED CRY OFTUKWILA NOV 03 2001 PERMIT CENTER City of Tukwila Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: ,/27 % Se Plan Check/Permit Number: D08 -417 ❑ Response to Incomplete Letter # • Response to Correction Letter # 1 ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: CASCADE ENGINE Project Address: 18435 Olympic Avenue S Contact Person: David Little Phone Number: ( -,CCo )3 � 7 Summary of Revision: iy 6 ; iL o I e ress Sheet Number(s): "Cloud" or highlight all areas of revision including date of re 'sio r Received at the City of Tukwila Permit Center by: Entered in Permits Plus on q''��'06 \applications \forms- applications on line\revision submittal Created: 8 -13 -2004 Revised: 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 AEC. CITY OF TUKWILA 200 SEP 242008 SEP PERMIT CENTER ECEIVED FTU IT CE Name Role Effective Date Expiration Date CT CORP SYSTEMS AGENT 02/20/2007 Bond Amount SALMAN, DAVID E PRESIDENT 02/16/2007 08748464 RIECKE, ROBERT J SECRETARY 02/16/2007 SAYLOR, THOMAS H TREASURER 02/16/2007 HOLLINGSHEAD, DANNY W VICE PRESIDENT 02/16/2008 Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date 1 FIDELITY & DEPOSIT CO OF MD 08748464 02/13/2007 Until Cancelled $12,000.00 02/16/2007 Insurance Company Name Policy Number Effective Date Expiration Date Cancel Date Impaired Date Amount Received Date 1 TRANSPORTATION INS CO C2081198749 01/01/2007 01/01/2009 $1,000,000.0012 /21 /2007 Untitled 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 Phone Address Suite /Apt. City State Zip County ENGINEERED PRODUCTS, A PAPE CO 2063943300 9883 40th AVE SO SEATTLE WA 981195602 KING Business Type CORPORATION Parent Company UBI No. Status License No. License Type Effective Date Expiration Date Suspend Date Previous License Next License Associated License Specialty 1 Specialty 2 602684203 ACTIVE ENGINPC931C0 CONSTRUCTION CONTRACTOR 2/20/2007 2/20/2009 GADCOMH991 K4 GENERAL UNUSED Business Owner Information Bond Information Insurance Information 0 a Page 1 of 1 https: // fortress .wa.gov /lni/bbip/Detail.aspx ?License= ENGINPC931 CO 12/12/2008 , ' , 41S111 CODE COMPLIANCE APPROVED DEC — 2at Of ,; u wit � D � DING i IVIS__._-- Plar review approval is subject to erro m and orn!sslons. Approval of construction documents does not autho'v'ize the violation of any adopted code or ordinance. Recent of approved ' d Copy and conditions is ac u oyliodoed: c By Date: �,? yy } . Sj CPPI ! 'e _REV1 sIONS 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. RECEIVED CITY OF TUKWILA AUG 2 7 2008 PERMIT CENTER POI 'I I 1- 108W -440 108W -44D 108W -44D 108W -44D 108W -44D 108W -44D 108W -44D 108W - 44D 108W -44D 108W -44D 108W -44D 108W-44D 108W -44D 108W -44D 108W -44D 108W -44D 108W -44D 108W -44D 108W - 44D 108W -44D 108W -44D 108W -44D 1 08W -44D 108W - 44D 108W -440 108W -44D 108W -44D 108W -44D 108W -44D 108W -44D 108W -44D 108W -44D 108W -44D 108W -44D CD 0 0 co Z I r) m m 4 0 z J (o N 00 -H a r • r / r= t / / / TUKWILA WASHINGTON A A J 0 O N 0 d• 1 0 N 0 1 O N 0 tt O N r O o CD rr o 120W -44D 120W -44D 120W - 44D 120W - 44D 120W - 44D 120W - 44D 120W - 44D 120W -44D 120W -44D 120W -44D 7' - 10 7/8" 120W -44D 120W -44D 1 20W -44D 120W -44D 120W -44D 120W -44D 120W -44D 120W -44D 120W -44D 27 E r R5 el DRAWINGS PREPARED FOR 72 -9 I • T O CD 0 3 CASCADE ENGINE 0("7 d r - m , z o m m I o -i ' o 1:32> -1=DD Z7tiD E £Z-1 z D D rnz -< c) 8rCi(1 C-I 1 oz �oo ti -�r -1 nm m mo Z--io tv , C�GI: C d7C D I : Z C z r n 1=17 l oo> ❑�r � � m 70 tC) ( z ti r >'l 0 1 0 N C 1 O N T EP ENGINEERED PRODUCTS 1 N 0 t 108W -44D 108W - 44D 108W -44D 108W -44D 108W -44D 108W -44D 108W -44D 108W -44D 108W -44D L-1 L1 ❑ ❑ Storage and Material Handling Specialists 9883 40TH AVENUE SOUTH Seattle, WA 98118 Phone: 206 -3.` Fax: 206 - 575 -6688 THIS DRAWING AND DESIGNS THEREON SHALL NOT BE DUPLICATED, USED OR DISCLOSED TO OTHERS FOR PROCUREMENT OR OTHER PURPOSES, EXCEPT AS OTHERWISE AUTHORIZED BY CONTRACT, WITHOUT EXPRESS WRITTEN CONSENT OF ENGINEERED PRODUCTS. o ❑ £ NO. / 2 3 DATE L REVISION DESCRIPTION I BY / L] 25' 121' 6" 10' 62' 6' T 16' 6" 29' Up 16' 6" 67' [11 L 62' 63' TL 16' 6" 29' 20 , ��' Kt), C CODE COMPLIANCE APPROVED DEC - 3 2J18 City Of Tukwila LOIN rDIVISION_ RECEIVED CITY OF TUKWILA AUG 2 7 2008 PERMIT CENTER boa-- Li 17 1 5/8" NOTES: USE @ ALL COLUMN /BASE LOCATIONS TYP. DESCRIPTION MATERIAL STEEL YIELD DESCRIPTION MATERIAL STEEL YIELD DESCRIPTION MATERIAL STEEL YIELD C4" X 4.5# COLUMN BASE PLATE: 8 " x 5" 3/8" THICK PLATE ASTM A36, Fy =36,000 PSI �1 9/16" 1/2 "0 0 GR 5 M.B. (2) PER CONNECTOR 2- BOLT CONNECTOR 7 GAGE ASTM A572, Fy=50,000 PSI /1 9/16"/ " (3) 1/2"0 GR 5 BOLT 3- BOLT CONNECTOR 7 GAGE ASTM A572, FY 50,000 PSI DESCRIPTION MATERIAL STEEL YIELD 311 NOTES: USE @ ALL BEAM TO COLUMN CONNECTION LOCATIONS TYP. U.O.N. 3" COLUMN: STRUCT. CHANNEL C4" X4.5# ASTM A572, Fy=50,000 PSI 2 1/2" 1 'Yr 8 3/8" NOTES: USE @ LVL 1 BEAM TO COLUMN CONNECTION LOCATIONS TYP, DESCRIPTION MATERIAL STEEL YIELD DESCRIPTION DESCRIPTION MATERIAL STEEL YIELD BRACING: HORIZ. & DIAG. 1/8" THICK ASTM A36, Fy=36,000 PSI STORAGE RACK ELEVATION STRUCT. CHANNEL C4 "X4.5# ASTM A572, Fy 50,000 PSI 1 5/8" C4 " 4.5# 2 " NOTES: USE a@ ALL BRACE LOCATIONS TYP. TYPE 1 SELECTIVE RACK 108" NOTES: USE @ ALL BEAM LOCATIONS TYP.. FRONT VIEW HORIZ. BRACE DIAL. BRACE 7 44" 44" 44" 44" 44" 40 " ROW SPACER 9 48" <-6 "-7/ SIDE VIEW N 3 1 /4 " MIN. EMBED. DESCRIPTION HILTI KWIK BOLT TZ ANCHOR SIZE 1/2"0 x 3-1/4" MIN. EMBED. ESR# 1917 BASE PLATE ,r1 /2 " NOTES; SEE NOTE #4 FOR ANCHOR SPECS, GENERAL PROJECT NOTES 1. DESIGNED PER THE REQUIREMENTS OF THE 2006 IBC 2. SEISMIC CRITERIA Fa =1.0, Fv= 1.511, Ss= 1.429, Si = 01489 3. STORAGE CAPACITY : 5000# PER BEAM LVL TYP. 4, ANCHORS HILTI KWIK BOLT TZ ESR# 1917 1/2 "0 x 3 1/4" MIN. EMBED. (2) ANCHOR PER BASEPLATE . 5. SPECIAL INSPECTION IS REQUIRED DURING ANCHOR INSTALLATION, 6. CONCRETE THICKNESS & COMPRESSIVE STRENGTH, 6" 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 A325 -N OR BETTER. INSTALL TO SNUG TIGHT FIT WITH ALL PLYS IN FLAT CONTACT 10. ALL WELDING PERFORMED IN THE SHOP OF AN APPROVED FABRICATOR BYAWS 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. 2 DESCRIPTION MATERIAL STEEL YIELD 9/16 "0 HOLE TYP. STRUCT. ROW SPACER 1/8" THICK ASTM A36, Fy = 36,000 PSI K vii�uv�v ruk CODE COMPLIANCE APPROVED DEC - 3 2008 City Of Tukwila ILDING 1708 7 6" MIN. NOTES: ATTACH WITH (1) 1/2"0 A307 BOLT EACH END RECEIVED CITY OFTUKW ILA AUG ?7 PERMIT CENT R OLH,gs p f AS/4f 14 :, "'x "x /8 "PLATE 4Q "s `� Q �' 1/8" V1 1 / 4 " <IYP. / E3 w : o 1 1/2 x 1 1/2 x 1/8 ANGLE j v, v. rx+ 9109 1ST AL 0/25/ bc AU e X1 z LU LU a 0 r • C • vcc co 0 CD H - 080708 -2 3 "I 3/ 4%jz 3" __ J COLUMN NOTES: USE @ ALL COLUMN /BASE LOCATIONS TYP. DESCRIPTION BASE PLATE: 7" X 5" MATERIAL STEEL YIELD DESCRIPTION MATERIAL DESCRIPTION MATERIAL \STEEL YIELD 3/8" THICK PLATE ASTM A36, Fy= 36,000 PSI 1 L___ t 11/16" 5/160 SAFETY P 3 -PIN CONNECTOR 7 GAGE 14 GAGE 5" BEAM ( HMH # 50140) ASTM A570, Fy= 55,000 PSI %/ 'IoII. ��/.! / /%N %/� DESCRIPTION COLUMN: IF 30113 MATERIAL STEEL YIELD 13 GAGE STEEL ASTM A570, Fy= 55,000 PSI <TYP. 6" 1 " 1/8" / 33/16" 7/160 GR. 55 RIVET TYP. > 1/8" / NOTES: USE @ ALL BEAM TO CONNECTOR STEEL YIELD ASTM A570, Fy= 55,000 PSI LOCATIONS TYP. NOTES: USE @ ALL BEAM LOCATIONS TYP. DESCRIPTION MATERIAL STEEL YIELD N P STORAGE RACK ELEVATIONS BRACING: HORIZ. & DIAG. 16 GAGE STEEL ASTM A570, Fy= 55,000 PSI 64" 192" 64" 64" 1 1/2" /-1 1/2"--/ NOTES: USE @ ALL BRACE LOCATIONS TYP. TYPE 1 SELECTIVE RACK 120" FRONT VIEW DIAG. BRACE / 44" HORIZ. BRACE GENERAL INFORMATION ROW SPACER NOT A DEPICTION OF THIS PROJECT SIDE VIEW 12" MIN. I - - - - � / / II / II / COLUMN BEAM CONNECTOR BASE PLATE 1" 3 3/8" N + � ROW SPACER 14 GAGE 12" MIN. 3/8"0 X 7/8" SLOT 4 PLCS 1 1/2"— 3/4" DESCRIPTION NOTES: MATERIAL ATTACH WITH (4) 3/8''0 GR.5 BOLTS, STEEL YIELD ASTM A36, Fy = 36,000 PSI (2) @ EACH END @ DBL ROW UNITS. DESCRIPTION SIZE ESR# 3 1/4" MI EMBED. ■ /r1 / HILTI KWIK BOLT TZ ANCHOR 1/2"0 X 3-1/4" MIN. EMBED. 1917 F. F NOTES: SEE NOTE #4 ABOVE FOR ANCHOR SPECS. GEN ERAL PROJECT NOTES 1. DESIGNED PER THE REQUIREMENTS OF THE 2006 IBC 2. SEISMIC CRITERIA Fa =1.0, Fv= 1.511, Ss= 1.429, S1 =0.489 a STORAGE CAPACITY: 4200# PER BEAM LVL TYP. 4. ANCHORS HILTI KWIK BOLT TZ ESR# 1917 1/2 "0'.x 3 1/4" MIN. EMBED. (2) ANCHOR PER BASEPLATE 5. SPECIAL INSPECTION IS REQUIRED DURING ANCHOR INSTALLATION. 6, CONCRETE THICKNESS & COMPRESSIVE STRENGTH, 5" x2500 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. tO89 17 RtY1ivvu ruiN CODE COMPLIANCE APPROVED DEC - 3 2073 City Of Tukwila ' I B RD NG DIVISION RECEIVED CITY OF TUKWILA AUG 2 7 2008 PERMIT CENTER O cc JOB NO. SHEET NO. w z (75 z w w 0 0 H- 082108 -6 SCE 1 OF 1