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HomeMy WebLinkAboutPermit D07-276 - TRAVERSE BAY CONFECTIONS - STORAGE RACKSTRAVERSE BAY 1025 INDUSTRY DR EXPIRED 07 - 22 - 08 D07 -276 Parcel No.: 2523049071 Address: 1025 INDUSTRY DR TUKW Suite No: Tenant: Name: TRAVERSE BAY CONFECTIONS Address: 1025 INDUSTRY DR , TUKWILA WA Owner: Name: C/O EPROPERTYTAX INC Address: DEPT #207 , PO BOX 4900 85261 Phone: City.,f Tukwila Contact Person: Name: RICHARD ANDERSON Address: 1025 INDUSTRY DR , TUKWILA WA 98188 Phone: 206 725 -0099 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: OWNER AFFIDAVIT - RICHARD ANDERSON Address: Phone: Contractor License No: DESCRIPTION OF WORK: INSTALLATION OF INDUSTRIAL RACKING IN WAREHOUSE Value of Construction: Type of Fire Protection: Type of Construction: doc: IBC-10/06 DEVELOPMENT PERMIT * *continued on next page ** Permit Number: D07 -276 Issue Date: 01/24/2008 Permit Expires On: 07/22/2008 Expiration Date: $0.00 Fees Collected: $131.44 International Building Code Edition: 2006 Occupancy per IBC: D07 -276 Printed: 01 -24 -2008 Public Works Activities: Charnnelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: N Number: 0 Flood Control Zone: Hauling: N Start Time: Land Altering: Landscape Irrigation: Moving Oversize Load: Start Time: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: Permit Center Authorized Signature: I hereby certify that I have read and governing this work will be complie The granting of this pe construction or the perf Signature: Print Name: doc: IBC -10/06 City 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 N Volumes: Cut 0 c.y. Private: Profit: N Private: Date: Permit Number: Issue Date: Permit Expires On: Size (Inches): 0 End Time: Fill 0 c.y. End Time: Public: Non - Profit: N Public: Date: ai,t2J4 Jcb D07 -276 01/24/2008 07/22/2008 ed this permit and know the same to be true and correct. All provisions of law and ordinances whether specified herein or not. e to give authority to violate or cancel the provisions of any other state or local laws regulating am auth • rized to sign and obtain this development p = 't. v 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. D07 -276 Printed: 01 -24 -2008 Parcel No.: 2523049071 Address: Suite No: Tenant: doc: Cond -10/06 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 1025 INDUSTRY DR TUICW TRAVERSE BAY CONFECTIONS 1: ** *BUILDING DEPARTMENT CONDITIONS * ** 9: ** *FIRE DEPARTMENT CONDITIONS * ** PERMIT CONDITIONS Permit Number: Status: Applied Date: Issue Date: D07 -276 ISSUED 07/24/2007 01/24/2008 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: All construction shall be done in conformance with the approved plans and the requirements of the International Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code. 5: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 6: Manufacturers installation instructions shall be available on the job site at the time of inspection. 7: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206 - 431 - 3670). 8: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of eriors in the construction documents and other data. 10: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 11: 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. (TIC 906.3) (NFPA 10, 3 -2.1) 12: 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) 13: 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) 007 - 276 Printed: 01 -24 -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 14: 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) 15: 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) 16: 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) 17: 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) 18: Maintain minimum 6" longitudinal flue space between back -to -back racks. (NFPA 13- 12.3.1.14.1) 19: 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) 20: 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) 21: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and #2051) 22: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 23: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. doc: Cond -10/06 * *continued on next page ** 007 -276 Printed: 01 -24 -2008 doc: Cond -10/06 l 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 ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other work or local laws regulating construction or the performance of work. Signature: , O Date: Print Name: 3 40 Pe" (Ity (vs D07 -276 Printed: 01 -24 -2008 Site Address: /0 -- //.. 0146 ryl Tenant Name: /`uhG ,T. Property Owners Name: (' ti S r Mailing Address: /025 / tvv n2- Name: K,-c lhd,elp I +M'per'`f Mailing Address: /121( /nl QL / ey 02- Ti e 00 City to .� rtc � i con l! f , Co Fax Number: E -Mail Address: i), 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 ** Company Name: Mailing Address: CITY OF TUKWI Community Development epartment Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.citulcwila.wa.us GENERAL CONTRACTOR INFORMATION " (Contractor Information for'Mechanical (pg 4),for Plumbing ?and Gas Piping (pg 5) /o9-c / 0e.4 P/ City Day Telephone: Fax Number: Contractor Registration Number: Expiration Date: Contact Person: E -Mail Address: Contact Person: E -Mail Address: Contact Person: E -Mail Address: Q:\Applications\Forms- Applications On Line\3 -2006 - Pemsit Application.doc Revised: 9 -2006 bh King Co Assessor's Tax No.: 2-30 — 907 l Suite Number: New Tenant: City 2a4.. Floor: ...Yes w State State 722- State State 9e / bie Zip CONTACT .;PERSON; who do we contact when your permit is ready to be'issue Day Telephone: 20 Z 7 2T p v 9l 9gi Zip o / tA State Zip 2 4, ? 25' 00 'i 5 2DC 722 oi g� Company Name: Mailing Address: Zip City Day Telephone: Fax Number: All plans must be Wet stamped by,Engineer of Company Name: Mailing Address: city Day Telephone: Fax Number: Zip Page 1 of 6 Scope of Work (please provide detailed information): w Valuation of Project (contractor's bid price): $ Existing Building Valuation: $ fur I ,-' O.c5 n'-iyt / . 1 i`^- 4t or«7 #true£. Will there be new rack storage? 0.... Yes 0.. No If yes, a separate permit and plan submittal will be required. vide All Building Areas in .4440 11.0167 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: r Lot Area (sq ft): Floor area of principal dwelling: J, 0 . Pf") Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ Yes ❑ No If "yes ", explain: FIRE PRO TION/HAZARDOUS MATERIALS: j4 L p-14 7 5 /2 rI Cam) ) �� Sprinklers ❑ Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes ❑ No If `yes', attach list of materials and storage locations on a separate 8 -1/2" x 11 " paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. Q:Wpplications\Porms- Applications On Line\3 -2006 - Permit Application.doc Revised: 9-2006 bh Page 2 of 6 • PUBLIC WORKS PERMIT IN,,RMATION — 206 - 433 -0179 Scope of Work (please provide detailed information): Water District ❑ ...Tukwila 0... Water District #125 ❑ ...Water Availability Provided Sewer District ❑ ...Tukwila ❑ ...Sewer Use Certificate Proposed Activities (mark boxes that apply): ❑ ...Right -of -way Use - Nonprofit for less than 72 hours ❑ ...Right -of -way Use - No Disturbance ❑ ...Construction/Excavation/Fill - Right -of -way Non Right -of -way ❑ ...Total Cut cubic yards ❑ ...Total Fill cubic yards ❑...Sanitary Side Sewer ❑ ...Cap or Remove Utilities ❑ ...Frontage Improvements ❑ ...Traffic Control ❑ ...Backflow Prevention - Fire Protection - Irrigation Domestic Water ff /f Q: Appliudons\Forms- Applications On Line\3 -2006 - Permit Application.doc Revised: 9 -2006 bh Call before you Dig: 1- 800 -424 -5555 Please refer to Public Works Bulletin #1 for fees and estimate sheet. ❑... ValVue ❑ .. Renton 0... Sewer Availability Provided 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. Submitted with Application (mark boxes which apply): ❑ ...Civil Plans (Maximum Paper Size — 22" x 34") ❑ ...Technical Information Report (Storm Drainage) ❑ .. Geotechnical Report ❑ ...Bond ❑ .. Insurance ❑ .. Easement(s) ❑ .. Maintenance Agreement(s) ❑ .. Abandon Septic Tank ❑ .. Curb Cut ❑ .. Pavement Cut ❑ .. Looped Fire Line 1) ❑ .. Highline ❑ ...Permanent Water Meter Size... WO # ❑ ...Temporary Water Meter Size.. WO # ❑ ...Water Only Meter Size WO # ❑ ...Sewer Main Extension Public _ Private ❑ ...Water Main Extension Public _ Private ❑ .. Work in Flood Zone ❑ .. Storm Drainage ❑ ...Renton ❑ ...Seattle ❑ .. Right -of -way Use - Profit for less than 72 hours ❑ .. Right -of -way Use — Potential Disturbance ❑...Traffic Impact Analysis ❑ ...Hold Harmless — (SAO) ❑ ... Hold Harmless — (ROW) ❑ .. Grease Interceptor ❑ .. Channelization ❑ .. Trench Excavation ❑ .. Utility Undergrounding ❑...Deduct Water Meter Size FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) ❑ ...Water ❑ ...Sewer ❑ ...Sewage Treatment Monthly Service Billing to: Name: Day Telephone: Mailing Address: City State Zip Water Meter Refund/Billing: Name: Mailing Address: Day Telephone: City State Zip Page 3 of 6 Unit Type: Qty Unit Type: Qty Unit Type: "::. Qty " " Boiler /Compressor: Furnace<100K BTU Air Handling Unit >10,000 CFM Fire Damper 0 -3 HP /100,000 BTU Furnace>100K BTU Evaporator Cooler Diffuser 3 -15 HP /500,000 BTU Floor Furnace Ventilation Fan Connected to Single Duct Thermostat 15 -30 HP /1,000,000 BTU Suspended/Wall/Floor Mounted Heater Ventilation System Wood/Gas Stove 30 -50 HP /1,750,000 BTU Appliance Vent Hood and Duct Emergency Generator 50+ HP /1,750,000 BTU Repair or Addition to Heat/Refrig/Cooling System Incinerator - Domestic Other Mechanical Equipment Air Handling Unit <10,000 CFM Incinerator — Comm/Ind MECHANICAL CONTRACTOR INFORMATION Company Name: Tr2e/vraz 84, ( e Mailing Address: /02t! /„rou )- 492, Contact Person: rt.cnto- E -Mail Address: Contractor Registration Number: Valuation of Mechanical work (contractor's bid price): $ 411 Scope of Work (please provide detailed information): r "5 — ,,✓ Gaoc rer<._ Use: Residential: New .... 0 Replacement .... 0 Commercial: New .... Replacement .... Fuel Type: Electric Q:Wpplications\Forms- Applications On Line\3 -2006 - Permit Application.doc Revised: 9 -2006 bh City State Zip Day Telephone: b 726" oa '5 Fax Number: 47,p , 122 Di/ 4 Expiration Date: Gas ....0 Other: Indicate type of mechanical work being installed and the quantity below: Page 4 of 6 Fixture Type: ty° " Fixture Type: ,. Qty.: Fixture Type: . :Qty .. Fixture Types Qty Bathtub or combination bath/shower Drinking fountain or water cooler (per head) Wash fountain Gas piping outlets Bidet Food -waste grinder, commercial Receptor, indirect waste Clothes washer, domestic Floor drain Sinks Dental unit, cuspidor Shower, single head trap Urinals Dishwasher, domestic, with independent drain Lavatory Water Closet Building sewer or trailer park sewer Rain water system — per drain (inside building) Water heater and/or vent Additional medical gas inlets/outlets — six or more Industrial waste pretreatment interceptor, including its trap and vent, except for kitchen type grease interceptors Repair or alteration of water piping and/or water treating equipment Repair or alteration of drainage or vent piping Medical gas piping system serving one to five inlets/outlets for specific gas PLUMBING AND GAS PIPINCERMIT INFORMATION 206 -43 Q:1ApplicationsWonns- Applications On Line\3 -2006 - Permit Application.doc Revised: 9 -2006 bh PLUMBING AND GAS PIPING CONTRACTOR INFORMATION Company Name: Mailing Address: City State Zip Contact Person: Day Telephone: E -Mail Address: Fax Number: Contractor Registration Number: Expiration Date: Valuation of Plumbing work (contractor's bid price): $ Valuation of Gas Piping work (contractor's bid price): $ Scope of Work (please provide detailed information): Building Use (per Int'l Building Code): Occupancy (per Int'l Building Code): Utility Purveyor: Water: Sewer: Indicate type of plumbing fixtures and/or gas piping outlets being installed and the quantity below: Page 5 of 6 Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. Building and Mechanical Permit The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). Plumbing Permit The Building Official may grant one extension of time for an additional period not exceeding 180 days. The extension shall be requested in writing and justifiable cause demonstrated. Section 103.4.3 Uniform Plumbing Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER AU RIZED AGENT: Signature: Print Name: Mailing Address: Date Application Accepted: 7-.2 Q:\Applications\Forms- Applications On Line\3 -2006 - Permit Application.doc Revised: 9 -2006 bh �b� 1�91fc -v� i)t Day Telephone: — l1f L`u)) f,•. L.,.f City State Date: 7/2-9/2-e0 Zip Date Application Expires: Staff Initials: I LK . . Page 6 of 6 • i Receipt No.: R07 - 01483 BUILDING - NONRES PLAN CHECK - NONRES STATE BUILDING SURCHARGE Payee: TRAVERSE BAY CONFECTIONS TRANSACTION LIST: Type Method Description ACCOUNT ITEM LIST: Description 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.citukwila.wa.us Parcel No.: 2523049071 Permit Number: D07 -276 Address: 1025 INDUSTRY DR TUKW Status: PENDING Suite No: Applied Date: 07/24/2007 Applicant: TRAVERSE BAY CONFECTIONS Issue Date: Initials: WER Payment Date: 07/24/2007 04:49 PM User ID: 1655 Balance: $0.00 Payment Check 5624 131.44 Account Code Current Pmts 000/322.100 000/345.830 000/386.904 RECEIPT Payment Amount: $131.44 Amount 95.80 31.14 4.50 Total: $131.44 doc: Receiot -06 Printed: 07 -24 -2007 Finterlake. MATERIAL HANDLING SOLUTIONS A United Fixtures / Interlake Company Plan TE" �' inn! C' ; ■r+ pbt`b1`t X10• dominions. +?1 ca' uiect to ej(o .•. + tr • c This Manual Contains: Handling Information Maintenance and Operating Information User Manual for Interlake's Storage Rack Products Please deliver this user manual to the facility manage safety manager or other responsible person. To: Owners and Operators of Interlake Storage Rack All Personnel should understand the information in this manual before assembling or working with Interlake storage rack products. Proper assembly, installation, use, and mainte- nance of your storage rack products are essen- tial to ensure safe operation. Keep this Manual in a convenient location for future reference and training of all personnel. Ensure that your operating practices include effective training and that your supervisors regu- larly enforce and reinforce the guidelines set forth in this Manual. Interlake engineers prepared this Manual with guidance from the Rack Manufacturers Institute ( "RMI ") and the American National Standards Institute ( "ANSI "). WARNING: Failure to follow the instructions in this Manual may result in property damage and serious or fatal injuries. TuKimuk JUL 2 4 ?OCil PP1-So A United Fixtures / Interlake Company I. HANDLING INFORMATION While all aspects of assembly require attention, the following items deserve special attention and should be carefully watched during installation and afterward in a regularly scheduled maintenance program. Interlake storage rack products should be as- sembled only by trained personnel experienced in the proper assembly of racks. Preparation is essential before installation begins. All applicable drawings and instructions should be reviewed and followed. This includes architectural drawings as well as any installation or layout drawings. Upright assembly instructions are included with each shipment if applicable. All Interlake storage rack products should be assembled in accordance with Interlake's assem- bly instructions. Improper assembly can result in a safety hazard at your facility. Interlake's assembly instructions for selective pallet rack products are pub- lished on Interlake's web site at www.interlake.com. Assembly instructions for other products may be obtained from Interlake or your Interlake distributor. If you are unfamiliar with rack assembly, names of professional rack assembly services for Interlake storage rack products may be obtained from your Interlake representative. Aisles should be kept clean and clear of all materials and debris during installation. Aisles and the area under racks should be swept clean before any moving vehicles are allowed to operate in the aisles around the racks. 2 Storage rack should be installed square and plumb. Shimming is a normal part of rack installation since most floors are not perfectly level. The RMI suggests that the maximum out -of- plumbness permissible is 1/2 inch for every 10 feet of height. Users should ad- here to this standard unless a different tolerance is specified by the installation drawings or specifications. Nut and bolt connections should be installed to a snug tight condition. The snug tight condition, as well as specific torque data required for special connections, are defined in Interlake's assembly instructions. The security of the entire system is de- pendent upon proper fastening methods. 1st Every column footplate of each pallet rack installation must be properly anchored to the floor. Every column in a pallet rack installation should be anchored to the floor with at least one 1/2 inch diameter expansion anchor that has a minimum em- bedment of 2 1/2 inches. Some installations require additional or heavier anchorage due to seismic or wind load con- siderations. Check your installation drawings for details. Hand - loaded storage racks under 8 feet tall may be unanchored. Storage rack should be installed only on an adequate concrete floor. Interlake designs its rack column base plates and anchorage to the floor slab based on a 28 -day concrete compressive strength of 3000 psi. You should confirm that your concrete floor meets these requirements. Interlake Material Handling, Inc. Do not install rack outdoors. Do not store rack products outdoors unprotected for more than one month prior to installation, and substantially less in damp or severe weather conditions. Racks should not be installed outdoors unless they are specifically designed for outdoor use. Outdoor use may require consider- ation of effects of wind and snow. Additionally, standard paint for indoor racks may be insufficient for an outdoor environment. Do not expose your storage rack to corrosive or abrasive substances or abnormal dampness. This may cause deteriora- tion of the surface paint and result in premature corrosion. ® Allow adequate aisle spacing. Make certain that aisle widths are compatible with the corresponding equipment. Aisles that are too narrow can result in excessive forklift damage to your rack system and lifting equip- ment, which may decrease the rack's capacity to carry load. Provide adequate clearances around loads. Proper horizontal and vertical clearances are essential to a safe storage rack sys- tem. Sufficient clearances will help to prevent damage to the rack and enable drivers to perform their work safely and efficiently. Interlake ordinarily recommends at least four inches of horizontal clearance between loads and between any load and the rack column, and at least five inches of vertical clearance between any load and the rack beam. To determine if additional clearance is needed, consult the fork truck manufacturer and applicable fire code restrictions. Install adequate lighting in every rack aisle. Proper lighting facilitates rack entry and pallet placement and aids in reducing rack damage. Install column protection devices. Consider vari- ous means of column protection for high traffic areas and for any areas where your columns are most vulnerable to fork truck abuse. These low cost, replaceable items can help to prevent damage and maintain the integrity of your rack structure. Interlake offers a variety of these devices. Consult with your Interlake representative. Changes to the configuration of the rack system can alter the capacity of the rack structure. Racks must be configured according to drawings provided either by Interlake or its autho- rized representatives. Assembling racks into an altered configu- ration can change the capacity of a rack structure, which can result in a rack less than adequate for the new configuration. Obtain a qualified engineer's review before reconfiguring your rack to ensure the safety and adequacy of the new configuration. Do not mix parts from different manufacturers with Interlake components without review by a qualified engineer. Mixing parts may result in a less rigid structure that can decrease rack capacity. Use of Interlake parts with parts from different manufactur- ers will also void any Interlake warranty. Exercise caution when intermingling new and existing Interlake parts. Interlake Material Handling, Inc. Do not cut, weld, or modify rack components. Do not allow any welding or cutting of rack components with- out Interlake's written authorization. Such modifica- tions may decrease the load capability of the component and damage your rack structure, thereby creating a safety hazard. Any modification of any component, un- less performed or authorized in writing by Interlake, will void any Interlake warranty. Each Interlake beam is sold with a beam locking de- vice (or nuts and bolts). Ensure that the beam locking device (or nuts and bolts) are properly engaged. Old style sliding load locks are engaged by sliding the head toward the nearest column. Installation of capacity signs is strongly recommended. Interlake recommends the use of capacity signs at least 50 square inches in size to identify the capacity of the storage rack, including maxi- mum unit load, average unit load, and maximum load per bay. These signs should be permanently placed in a location where operators can easily see them and should be reviewed in case of User Manual for Interlake's Storage Rack Products Do not use beams without working locking devices. Every beam Interlake sells is equipped with a beam locking device, or supplied with nuts and bolts, so that the beam is secured to the column. Check regu- larly to make certain that the beam locking device is present and engaged and that it works properly or that nuts and bolts are secure. Replace any damaged or missing devices. Use of beams without properly engaged and operational locking de- vices or without secured nuts and bolts can present a risk of prop- erty damage and serious or fatal injury. Fork truck drivers must not lift loads too high when removing them or inserting them in the rack. Loads should not come into contact with the beam above. Remember, the locking device on the Interlake beam far exceeds the industry standard for locking to • devices of resistance to 1,000 pounds of upward force - but a fork truck operator using a fork truck that weighs several tons can exert a much larger upward force than that. Nuts and bolts used to secure beams to the columns also cannot withstand an excessive degree of force. Under excessive force, the locking device or the bolt can break and the beam can become disen- gaged from the column, and as a result both the load and beam can fall and present a risk of property damage and serious or fatal injury. Prevent overloading of any rack components or of the overall rack system. Fork truck operators must not place loads that exceed the weight capacity of the storage rack. In order to prevent pallet over- load, fork truck operators need to make themselves any modification to the rack. Drawings stating storage rack ca- pacities should also be maintained by the facility operator. Interlake provides capacity signs on projects we install. MAXIMUM PERMISSIBLE LOADS: lbs. Maximum Pallet Load lbs. Average Pallet Load lbs. Maximum Load Per Bay WARNING The above capacities are based on new, undamaged components. Damage reduces rack capacity. Repair or replace damaged components. Comply with all applicable laws including building codes and occupational health and safety regulations. II. MAINTENANCE AND OPERATING INFORMATION Interlake engineers its rack structure to specific load carrying requirements. However, the rack structure can only perform as designed if it is maintained and operated in a manner that does not compromise the original integrity of the rack. Damage from fork trucks is a primary cause of rack impairment, some of which can cause components to fail or an entire rack to collapse. The follow- ing list can not only help you identify and correct a variety of issues, but may also help you prevent damage to your rack structure. aware of the capacity of the storage rack relative to the weight of the loads being placed. Perform a regularly scheduled maintenance program. At a minimum this program should include the following: • Check for missing or damaged hardware including bolts, nuts, and beam locking devices. Replace any missing or damaged items. Check that all bolts and fasteners are snug and tight. • Check for damage to any components, including beams and columns. Damaged items should be repaired or replaced. • Check to ensure that all racks are plumb, level, and square. • Check to make sure that the rack is being used for its intended purpose. Maintain a set of installation drawings on site for re- view. Check the weight of the product being stored to ensure that it does not exceed original design weights. • Maintain capacity signs in place. • Be on the lookout for areas that have excessive damage or repeated damage and take corrective action. For instance, ends of rack rows often experience damage from fork trucks enter- ing the aisle and cutting the corner too quickly. This problem can be addressed through the use of guard rails or other col- umn protective devices. • Maintain good housekeeping. Clear, clean aisles are essen- tial to the safety of your facility. Interlake Material Handling, Inc. User Manual for Interlake's Storage Rack Products Prevent falling merchandise. The loads you place should be in good condition and shrink wrapped, banded, or otherwise confined to prevent falling material. Crossbars may be used to help keep under- sized or misplaced loads from falling. If unstable loads are stored, items may fall, and the spillage of this material may cause property damage and serious or fatal injury. Check for corrosion to any components, including beams and columns. When rust appears, the racks should be wire- brushed and coated with a corrosion resistant coating. Significantly corroded items (marked by delamination, repeated flaking of metal, holes, or other evidence of corrosion) should be re- placed. Identify and address any column damage. Column damage can reduce the capacity of the rack and should be addressed immediately. Severe col- umn damage can cause one or more bays of racks to collapse. It is possible for damage to be repaired, but repairs must be performed by a well- trained team. Contact the Interlake Safety Solutions and Services Department or your Interlake distributor for more information. Make certain that your fork truck equipment has state of the art safety devices. These may include, but are not limited to, devices that provide protection from falling objects, protection against accidental • • operator injury due to backing up into an object, and protection against accidental falls. Check with your fork truck sup- plier for more complete information. Establish a fork truck operator training program. This should include not only the OSHA required training, but also ongoing training. An emphasis should be placed on safety. Damage to the rack is a safety hazard for the operator as well as for other people who may be in the area. • Instruct your operators to report any damage to rack or locking devices that may impair the safety of your system. • Instruct your operators that even when picking orders they cannot leave their fork trucks and reach into, step on, or enter the rack unless the operators are properly tied off in accor- dance with applicable OSHA regulations. Require all pallets to be maintained in good, safe operating condition. Poorly maintained and damaged pallets could also lead to materials falling off the racks and causing property damage and seri- ous or fatal injury. Place pallets carefully. Pallets should be placed onto pallet load support members in a properly stacked and stable position. Do not double stack any pallet position, including the top -most position, unless the rack system is specifically designed for double stacking. Maximum unit load. Light gauge roll form rack requires special design for unit loads over 6,000 pounds. For this type of applica- tion, obtain the review of a qualified engineer. FB930 3/07 © 2002 Interlake Material Handling, Inc. Stay on walkways. Do not walk in any areas that are not designated walkways. This is particularly true in pick modules. Pick modules are racks designed with a multi -level walking aisle between racks to allow workers to pick or select materials from the racks. Interlake recommends that you train and instruct your workers: • Never step on the pallet storage area above ground level. • If pallets or other items must be pulled to the picking aisle or walkway, this should be done without stepping on the pallet storage area. If you do not follow this simple rule, you must follow the minimum requirements stated in Interlake's Safety Notice Regarding Pick Modules at www.interlake.com. Never climb on racks, or step on racks, before, during, or after assembly. Racks are not designed or intended to be used as a climbing, walking, or working surface. Wire mesh decking is not a safe walk- ing surface. Do not allow operators to step on wire mesh decking. Serious injury may occur as a result of misuse of the storage racks. Never use intoxicating substances while working with and around Interlake rack systems. Alcoholic beverages and other intoxicating substances may impair a person's perception and motor function. A resulting slip or fall may cause serious injury. Impaired fork truck operators can seriously damage racks, which can lead to serious or fatal injury. Review your operations for other potential hazards and adopt appropriate safety procedures. This Manual is not intended to and is not able to address all possible safety consid- erations that may arise in your operation or in your use of storage rack. F Interlake. MATERIAL HANDLING SOLUTIONS Thank you for purchasing an Interlake storage rack system. Please contact Interlake with any further questions or con- cerns. It would be our pleasure to assist you. Interlake Material Handling, Inc. 1230 East Diehl Road, Suite 400 Naperville, IL 60563 -1439 Phone: (800) 468 -3752 Fax: (630) 245 -8809 www.interlake.com For more information on safety standards: www.ansi.org, www.mhia.org, or www.osha.gov. Interlake Material Handling, Inc. grants permission for duplica- tion or downloading of this material only in its entirety Maximum Unsupported Length" f 025 13Gau 0:090" thk Capacity 070 14Gauge 0.070" thk Capacity 075. 184auge 0090' lhI Capacity 077 f2Gaug : 0105" thl Capacity 079 D1 -Gauge 012.0" thk Capacity 36" 23,400 28,600 38,400 44,300 50,000 42" 21,900 25,900 34,600 39,800 44,900 48" 19,300 23,000 30,600 35,200 39,700 54 16,700 20,000 26,400 30,400 34,300 60" 15,000 17,700 23,100 26,600 30,000 66" 13,400 16;000 20,900 24,000 27,100 72" 11,700 14,400 18,700 21,400 24,100 78" 10,300 12,809 16,600 19,004 21,300 84" 9,100 11,400 14,700 16,900 19,000 90" 8,000 10,200 13,100 18,100 16,900 96" 7,100 9,200 11,800 13,500 15,200 Maximum Unsupported Length " 095 13 Gauge 0.490'thk Capacity 099 Gauge 0, 120"ihk Capacity 36" 37,500 60,200 42" 37,500 60,200 48" 36,300 57,900 54" 33,900 53,200 60" 31,300 48,400 66 " 28 p 43,500.: 72" 25,800 38,700 78" 23,200 34,500 84" 21,700 31,900 90" 20,100 29,400 96" 18,600 26,800 • s t Interlake MATERIAL HANDLING SOLUTIONS Interack 30 Welded F Punch Frame Capacity Chart (Available from Pontiac, IL, Sumter, SC, Matamoros, Mexico, and Mexicali, Mexico) (Available from Pontiac, IL Only) July 2007 �- 4 .000" L 095 099 Interack 30 Welded Frame Standard Design i'"Maximum unsupported length is measured from the floor to the top of the first beam or the maximum beam spacing (whichever is greater). • Frame capacities are shown and are for product load plus dead load (dead load = 2.0% of product load). • Capacities are per the 2002 RMI and the 2001 AISI specifications. • Load factors are 1.4 for product load and 1.2 for dead load. • Maximum unsupported length Is measured from the floor to the top of the first beam or the maximum beam spacing (whichever is greater). • Capacities are only valid when used with Interlake published beam sizes. • Capacities are not valid for free standing frames that have an H/D ratio greater than 6.0 where H Is the distance from the floor to the top of the beam and D is the frame depth. • Capacities are valid for static load only. • These capacities assume that all component parts are (1) manufactured by Interlake, (2) in good condition, and (3) property Installed. F- 3.000" -H L 16 025 F- 3.000" -I 075 077 3.000" 079 i Product Support Guide Page 7 Span (in.) 4 32E N 2.314• . I 40E I 2 -era• 45E 2.314• 4i - CO LL_ Capacity (Ms.) Deflection (In.) Capacity (lbs.) Deflection (in.) Capacity _ (lbs.) Deflection (in.) Capacity (lbs.) Deflection (in.) Capacity (lbs.) ( Deflection I (in.) 36 38 40 42 44 5750 5460 5200 4960 4750 0.106 0.118 0.131 0.144 0.158 8620 8200 7810 7460 7140 0.084 0.094 0.104 0.114 0.125 10210 9690 9230 8810 8430 0.076 0.085 0.094 0.103 0.113 11650 11060 10530 10050 9610 0.070 0.078 0.087 0.095 0.105 13930 13210 12570 11990 11460 0.063 0.070 0.078 0.086 0.094 CO O N �t of d CC) I tl) 4550 4370 4210 4060 3910 0.172 0.187 0.203 0.220 0.237 6850 6590 6340 6120 5910 0.137 0.149 0.161 0.174 0.188 8080 7770 7470 7200 6950 0.124 0.135 0.146 0.158 0.170 9210 8840 8510 8190 7910 0.114 0.124 0.135 0.146 0.157 10980 10540 10130 9760 9410 0.103 0.112 0.121 0.131 0.142 56 58 60 62 64 3780 3660 3550 3810 3580 0.254 0273 0.292 0.344 0.356 5720 5540 5370 5770 5600 0.202 0.216 0.231 0274 0.291 6720 6500 6300 6770 6570 0.183 0.196 0210 0248 0264 7640 7390 7160 7690 7460 0.169 0.181 0.194 0229 0244 9090 8790 8510 9130 8860 0.152 0.163 0.175 0.206 0.220 66 68 70 72 74 3380 3200 3030 2870 2730 0.367 0.378 0.389 0.400 0.411 5450 5300 5170 5040 4920 0.309 0.328 0.348 0.367 0.388 6390 6210 6050 5890 5750 0280 0297 0.315 0.333 0.351 7250 7050 6860 6680 6510 0259 0275 0291 0.308 0325 8600 8360 8140 7920 7720 0.234 0.248 0.263 0.278 0.293 76 78 80 82 84 2590 2470 2360 2250 2150 0.422 0.433 0.444 0.456 0.467 4800 4690 4510 4310 4120 0.409 0.430 0.444 0.456 0.467 5610 5480 5350 5230 5120 0.370 0.390 0.410 0.430 0.451 6350 6200 6060 5920 5790 0.343 0.361 0.379 0398 0.417 7530 7340 7170 7010 6850 0.309 0.325 0.342 0.359 0.377 COCOON CO CO CAOICO 2060 1980 1900 1820 1750 0.478 0.489 0.500 0.511 0.522 3950 3790 3630 3490 3360 0.478 0.489 0.500 0.511 0.522 5010 4850 4660 4470 4300 0.473 0.489 0.500 0.511 0.522 5670 5550 5430 5330 5220 0.437 0.458 0.478 0.499 0.521 6700 6560 6420 6290 6160 0.395 0.413 0.432 0.451 0.471 96 98 100 102 104 1690 1620 1570 1510 1460 0.533 0.544 0.556 0.567 0.578 3230 3110 3000 2900 2800 0.533 0.544 0.556 0.567 0.578 4130 3980 3830 3690 3570 0.533 0.544 0.556 0.567 0.578 5030 4840 4660 4490 4330 0.533 0.544 0.556 0.567 0.578 6040 5930 5820 5710 5610 0.490 0.511 0.532 0.553 0.574 106 108 1410 1360 0.589 0.600 2700 2620 0.589 0.600 3440 3330 0.589 0.600 4180 4040 0.589 0.600 5440 5260 0.589 0.600 erlake. MATERIAL HANDLING SOLUTIONS Roll Formed Beams July 2007 Roll Formed Selective Rack Beam Capacity Chart (25E - 45E / 36" - 108") Note: Capacities are the same whether mounted to roll - formed columns or to structural columns. Maximum uniformly distributed load capacity (lbs. per pair). • Load capacities are for uniformly distributed product load plus dead load per pair of beams (dead load = weight of beams). • Deflection in this chart is based on product load only and is limited to U180. • Beams longer that 90' that support decking must be tied together to prevent spreading. • Beams e0' long and under are designed for single pallet wide applications. • Beams longer than 60' are designed for 2 or 3 pallet wide applications. • Capacities have already been reduced for impact loading. • Capacities are valid when beams are connected to Interlake frames. • Capacities are based on the 2002 RMI and the 2001 AISI specifications. • These capacities assume that all component parts are: (1) manufactured by Interlake, (2) in good condition, (3) properly installed. Product Support Guide Page 8 STORAGE RACKS DRIVE -IN RACKS CANTILEVER RACKS MEZZANINES CONVEYORS CAROUSELS PUSHBACK RACKS RACKBUILDINGS STEEL SHELVING MOVABLE SHELVING STORAGE RACKS MODULAR OFFICES GONDOLAS BOOKSTACKS FLOW RACKS FOOTINGS FILE COPY Permit No. Pl2r revir crrrovalb 03',ter t c-., end ++ 1 r' SEIZMIC MATERIAL HANDLING ENGINEERING EST. 1985 SEISMIC ANALYSIS STRUCTURAL DESIGN CITY APPROVALS STATE APPROVALS PRODUCT TESTING FIELD INSPECTION SPECIAL FABRICATION PERMITTING SERVICES SEISMIC ANALYSIS OF STORAGE RACKS FOR TRAVERSE BAY CONFECTION 1025 INDUSTRY DRIVE TUKWILLA, WA, 98188 Job No. 07 -1474A a DO*7-- 2.74 ALASKA ARIZONA CALIFORNIA COLORADO CONNECTICUT FLORIDA GEORGIA IDAHO ILLINOIS INDIANA KANSAS KENTUCKY MARYLAND MASSACHUSETTS MICHIGAN MINNESOTA MISSOURI MONTANA NEBRASKA NEVADA NEW JERSEY NEW MEXICO NORTH CAROLINA OHIO OKLAHOMA OREGON PENNSYLVANIA TENNESSEE TEXAS UTAH VIRGINIA WASHINGTON WISCONSIN INCOMPLETE .TR # RECEIVED OCT 10 2007 PERMIT CENTER 161 ATLANTIC STREET * POMONA * CA 91768 * TEL: (909) 869 -0989 * FAX: (909) 869 -0981 MATERIAL HANDLING ENGINEERING TEL : (909)869 - 0989 FAX : (909)869 - 0981 161 ATLANTIC STREET, POMONA, CA 91768 PROJECT FOR SHEET NO. CALCULATED BY DATE TRAVERSE BAY CONFECTION TRAVERSE BAY CONFECTION 2 TL 9/12/2007 TABLE OF CONTENTS & SCOPE PARAMETERS COMPONENTS & SPECIFICATIONS LOADS & DISTRIBUTION LONGITUDINAL ANALYSIS COLUMN BEAM BEAM TO COLUMN BRACING OVERTURNING BASE PLATE SLAB & SOIL TABLE OF CONTENTS THE STORAGE RACKS ARE PREFABRICATED AND ARE TO BE FIELD ASSEMBLED ONLY, WITHOUT ANY FIELD WELDING. 2 3 4 5 SCOPE: THIS ANALYSIS OF THE STORAGE SYSTEM IS TO DETERMINE ITS COMPLIANCE WITH THE APPROPRIATE BUILDING CODES WITH RESPECT TO STATIC AND SEISMIC FORCES. 6 7 8 10 11 12 13 14 MATERIAL HANDLING ENGINEERING TEL : (909)869 - 0989 FAX : (909)869 - 0981 161 ATLANTIC STREET, POMONA, CA 91768 PROJECT FOR SHEET NO. CALCULATED BY DATE THE STORAGE RACKS CONSIST OF SEVERAL BAYS, INTERCONNECTED IN ONE OR BOTH DIRECTIONS, WITH THE COLUMNS OF THE VERTICAL FRAMES BEING COMMON BETWEEN AND ADJACENT BAYS. THE ANALYSIS WILL FOCUS ON A TRIBUTARY BAY TO BE ANALYSED IN BOTH THE LONGITUDINAL AND TRANSVERSE DIRECTION. STABILITY IN THE LONGITUDINAL DIRECTION IS MAINTAINED BY THE BEAM TO COLUMN MOMENT RESISTING CONNECTIONS, WHILE BRACING ACTS IN THE TRANSVERSE DIRECTION. CONCEPTUAL DRAWING * LEGEND 1. COLUMN 2. BEAM 3. BEAM TO COLUMN 4. BASE PLATE 5. HORIZONTAL BRACING 6. DIAGONAL BRACING 7. BACK TO BACK CONNECTOR TRANSVERSE TRIBUTARY AREA LONGITUDINAL *ACTUAL CONFIGURATION SHOWN ON COMPONENTS & SPECIFICATIONS SHEET TRAVERSE BAY CONFECTION TRAVERSE BAY CONFECTION 3 TL 9/12/2007 161 ATLANTIC STREET, POMONA, CA 91 /MS y^ "' " "el... ' COMPONENTS & SPECIFICATIONS : TYPICAL N., W3 - Y1 =54 in \ LEVELS = 3 Hl = 52 in. H2 =32 in. WI =2000 lbs. W2 =2000 lbs. Y2 = 50 in Y3 = 74 in PANELS = 3 H3 = 36 in. H3 W3 =2000 lbs. Y3 LIVE LOAD = 2000 lbs. FRAME HEIGHT = 192 in. W2 t ` H H Y2 FRAME DEPTH = 44 in. H2 BEAM LENGTH= 96 in. W 1 SEISMIC CATEGORY = E Y1 / (Fa = 1, Ss = 1.3374) H1 I TYPE = SINGLE ROW +— D MANUFACTURER = INTERLAKE L COLUMN BEAM @ Level 1 CONNECTOR @ Level 1 OK OK OK Intik LU75 /3x3x13ga Intik 485/4.04"deepx2.75"x0.07" TWO PIN CONNECTOR Steel = 55000 psi Steel = 55000 psi Stress = 82% Stress =52% Max Static Capacity = 4949 lb. Stress = 40% COLUMN BACKER BEAM @ Level 2+ CONNECTOR @ Level 2+ OK OK Intik 485/4.04 "deepx2.75 "x0.07' TWO PIN CONNECTOR None Max Static Capacity = 4949 lb. Stress = 37% Stress = Stress = 40% BRACING SLAB & SOIL HORIZONTAL OK DIAGONAL OK Slab = 10" X 2500 psi OK Soil Bearing Pressure = 1000 psf Intik 1 -1/2 X 1 -1/2 X 14ga Intik 1 -1/2 X 1 -1/2 X 14ga Slab Puncture Stress = 13% Stress = 8% Stress = 28% Slab Bending Stress = 4% BASE PLATE ANCHORS OK Ramset/Redhead Trubolt 0.5 Dia. X 2.25 Min. Embd. OK 7.5 in X 5 in X 0.375 in Pullout Capacity = 580 lbs. Steel = 36000 psi Shear Capacity = 1190 lbs. MBase = 0 in. lb. No. Of Anchors = 2 per Base Plate Stress = 2.5% (or approved equal) Anchor Stress = 8% NOTES: ANALYZED PER 2006 IBC. DESIGN LOADING IS 2000LB/LEVEL. MATERIAL HANDLING ENGINEERING TEL : (909)869 - 0989 FAX : (909)869 - 0981 PROJECT FOR SHEET NO. CALCULATED BY TRAVERSE BAY CONFECTION TRAVERSE BAY CONFECTION 4 TL INC. MATERIAL HANDLING ENGINEERING TEL: (909) 869 -0989 • FAX: (909) 869 -0981 161 ATLANTIC AVENUE • POMONA, CA 91768 OADS & DISTRIBUTION: TYPICAL IVE LOAD PER SHELF (BASED ON CLIENT SUPPLIED DATA) = wLL DEAD LOAD PER SHELF = wDL -EISMIC BASE SHEAR DETERMINED IN ACCORDANCE WITH SECTION 2208 OF THE 2006 IBC/ 2002 RMI /ASC WHERE: V=( 2.5 x Ca) / R x Ip x Wtotal Wtotal = (0.67 *wLU1 + wDL) Fa = 1 Ss = 1.3374 Ca = 0.357 Ip = 1.00 SOILTYPE. = D R (LONGITUDINAL) = 4 R (TRANSVERSE) = 4 wDL = 100 LB n =1 ONGITUDINAL DIRECTION: Vlong = [2.5 *0.357 *(0.67 * 6000/1 +300)/4]* 1/1.4 = 685 lb Fi = V Whi/I RANSVERSE DIRECTION: Vtrans = [2.5 *0.357 *(0.67* 6000/1 +300) /4] * 1/1.4 = 685 lb Fi = V Whi/EWh EISMIC DISTRIBUTION: LEVEL 1 2 3 h WEIGHT IN LB 52.0 32.0 36.0 2,000 2,000 2,000 < 0.4 Sin per section 15.5.3 ASCE 7 -05 < In area of nopublic access HEIGHT IN 52.0 84.0 120.0 120 IN TOTAL FRAME LOAD = 6300 LB WXH LB -IN 104,000 168,000 240,000 512,000 PROJECT FOR SHEET NO. CALCULATED BY DATE Fi (long) LB 139.2 224.9 321.2 685 LB TRAVERSE BAY CONFECTION TRAVERSE BAY CONFECTION 5 TL 9/12/2007 Fi (trans) LB 139.2 224.9 321.2 685 LB • Mot IN -LB 7,238.6 18,888.9 38,548.8 64,676 IN -LB MATERIAL HANDLING ENGINEERING 09)869 - 0989 FAX : (909)869 - 0981 161 ATLANTIC STREET, POMONA, CA 91768 PROJECT FOR SHEET NO. CALCULATED BY DATE TRAVERSE BAY CONFECTION TRAVERSE BAY CONFECTION 6 TL 9/12/2007 LONGITUDINAL ANALYSIS: TYPICAL THE ANALYSIS IS BASED ON THE PORTAL METHOD, WITH THE POINT OF CONTRA FLEXURE OF THE COLUMNS ASSUMED AT MID - HEIGHT BETWEEN BEAMS, EXCEPT FOR THE LOWEST PORTION, WHERE THE BASE PLATE PROVIDES ONLY PARTIAL FIXITY, THE CONTRA FLEXURE IS ASSUMED TO OCCUR CLOSER TO THE BASE. (OR AT THE BASE FOR PINNED CONDITION, WHERE THE BASE PLATE CANNOT CARRY MOMENT). MUpper + M Lower = M Conn'R' + M Conn'L' MConn'R' = M Conn'L' MConn • 2 = MUpper + MLower MUPper + M L,wer MConn _ — 2 +M Ends V Long VCo1 - 2 Manse - 0 in/lb = 342 lbs SAMPLE CALC. M1 -1 = ( • hs) — M anse = (342 lbs X 50 in) - 0 in/lb = 17,100 in/lb M Ends = 2064 in/lb Mn -n _NSW FRONT ELEVATION LEVELS h, f AXIAL LOAD MOMENT Mconn ■ N M 50 32 36 70 112 160 3,150 2,100 1,050 17,100 4,352 2,880 12,790 5,680 3,504 MATERIAL HANDLING ENGINEERING 09)869 - 0989 FAX : (909)869 - 0981 161 ATLANTIC STREET, POMONA, CA 91768 PROJECT FOR SHEET NO. CALCULATED BY DATE TRAVERSE BAY CONFECTION TRAVERSE BAY CONFECTION 6 TL 9/12/2007 LONGITUDINAL ANALYSIS: TYPICAL THE ANALYSIS IS BASED ON THE PORTAL METHOD, WITH THE POINT OF CONTRA FLEXURE OF THE COLUMNS ASSUMED AT MID - HEIGHT BETWEEN BEAMS, EXCEPT FOR THE LOWEST PORTION, WHERE THE BASE PLATE PROVIDES ONLY PARTIAL FIXITY, THE CONTRA FLEXURE IS ASSUMED TO OCCUR CLOSER TO THE BASE. (OR AT THE BASE FOR PINNED CONDITION, WHERE THE BASE PLATE CANNOT CARRY MOMENT). MUpper + M Lower = M Conn'R' + M Conn'L' MConn'R' = M Conn'L' MConn • 2 = MUpper + MLower MUPper + M L,wer MConn _ — 2 +M Ends V Long VCo1 - 2 Manse - 0 in/lb = 342 lbs SAMPLE CALC. M1 -1 = ( • hs) — M anse = (342 lbs X 50 in) - 0 in/lb = 17,100 in/lb M Ends = 2064 in/lb Mn -n _NSW FRONT ELEVATION MATERIAL HANDLING ENGINEERING TEL : (909)869 - 0989 FAX : (909)869 - 0981 161 ATLANTIC STREET, POMONA, CA 91768 PROJECT FOR SHEET NO. CALCULATED BY DATE TRAVERSE BAY CONFECTION TRAVERSE BAY CONFECTION 7 TL 9/12/2007 COLUMN ANALYSIS : TYPICAL P = M = Kx'L R 3150 lbs 17100 in/lb e ( k y Maxl F 2 P S2c P P Flexure — 1.2 X 50in / 1.3196in = 45.5 K • Ly = 1 X 54in / 1.08in R = 50 Axial II2E = 28 KSI Since : F > F /2 F = F n = Fy (1 4•F Pn =Aeff •F Since :P > 0.15 P Myield =M = S • F = M Max = 1 = 116.5 KSI -Max R • 50 55 KSI X [1 - 55 KSI / (4 X 116.4612KSI)] = 48.5 KSI = 0.757 in ^2 X 48.5 KSI = 36719 lbs = 36719 lbs / 1.92 = 0.16 P M x Check: P + Max a 0.879 In ^3 X 55000 PSI = 48345 / 1.67 - 19125 lbs = 48345 in/lb 28949 in/lb = (3.14159) ^2 X 29500 KSI X 1.32 / (60in.) = 106756 lbs ft = = (1 / (1 - (1.92 X 3150 lb / 1067561b))) ^ -1 1/1 —(S2c ' Pcr = 0.94 (3150 lb / 19125 lb) + (0.85 X 17100 in/lb / 28949 in/lb X 0.94) = 0.7 < 1.33 (52 %) --E=1 1=0— c SECTION PROPERTIES A : 3 i B : 3 i C : t : 0.09 in Aeff : 0.757 in^ Ix : 1.32 in ^4 Sx : 0.879 in ^3 Rx :1.3196 in Iy : 0.871 in ^4 Sy : 0.574 in ^3 Ry : 1.08 in Kx : 1.2 Lx : 50 in Ky :1 Ly : 54 in Fy : 55 KSI E : 29500 KSI S2c : 1.92 1.67 Cmx : 0.85 Cb : 1 MATERIAL HANDLING ENGINEERING TEL : (909)869 - 0989 FAX : (909)869 - 0981 161 ATLANTIC STREET, POMONA, CA 91768 PROJECT FOR SHEET NO. CALCULATED BY DATE TRAVERSE BAY CONFECTION TRAVERSE BAY CONFECTION 8 TL 9/12/2007 BEAM ANALYSIS : TYPICAL BEAM TO COLUMN CONNECTIONS PROVIDE ADEQUATE MOMENT CAPACITY TO STABLIZE THE SYSTEM, ALTHOUGH IT DOES NOT PROVIDE FULL FIXITY. THUS, THE BEAMS WILL BE ANALYSED ASSUMING PARTIAL END FIXITY. FOR THE COMPUTATION OF BEAM TO COLUMN MOMENT CAPACITY, THE PARTIAL END FIXITY MOMENT OF THE BEAM WILL BE ADDED TO THE LONGITUDINAL FRAME MOMENT FOR THE ANALYSIS OF THE CONNECTION. EFFECTIVE MOMENT FOR PARTIALLY FIXED BEAM For a simply supported beam, the max moment at the center is given by WI, 2 / . An assumption of partial fixity will decrease this maximum moment by the following method. Percentage of End Fixity = 25% MCenter = MCenter(Simple ends) - 0 *MCenter(Fixed ends) W1 WI 2/ 0.104 •W1 Reduction Coefficient p = 0.104/0.125 = 0.833 MCenter = N •W / =0.833 •W7 MEnes = 0 MMar (FixedEnds) = W1 112- 0.25 = 0.0208 W1 EFFECTIVE DEFLECTION FOR PARTIALLY FIXED BEAM For a simply supported beam, the max deflection at the center is given by5wr' /384 El An assumption of partial fixity will decrease this maximum deflection by the following method. M center = 0.104* 2 MEnds = 0.0208* i1 F = 0.6. = 33000 PSI FB = 33000 PSI 5W1 Mar /3 384•E LiveLoad / Iv1= 2000 lbs DeadLoad I Iv1= 41b /ft X 2 X (96/12) = 64 lbs =10320 in/lb = 2064 in/lb 0 = 0.25 Mends (row , A di 10411.1.11111111 1, I[ II 11111h ' I I I I,il l I Ipl BIL. L Mcenter( TYPICAL BEAM FRONT VIEW Mcenter (feed) • MATERIAL HANDLING ENGINEERING TEL : (909)869 - 0989 FAX : (909)869 - 0981 161 ATLANTIC STREET, POMONA, CA 91768 PROJECT FOR SHEET NO. CALCULATED BY DATE TRAVERSE BAY CONFECTION TRAVERSE BAY CONFECTION 9 TL 9/12/2007 BEAM ANALYSIS : TYPICAL MAXIMUM STATIC LOAD PER LEVEL DEPENDS ON: 1. MAXIMUM MOMENT CAPACITY Fb = MI S �•( /g) FBEff = S x FB • 16 • S Max.Weight / lvl = • a /3.L = ((33000 X 16 X 0.857) / (0.833 X 96)) X 0.875 = 4949 Ibs/Ivl 2. MAXIMUM ALLOWABLE DEFLECTION D auaw = L/180 = 0.533 In _ SWl 4 384• E•Ix p Max.Weight / lvl = 384 • E • I 5— 40 _ ((384 X 29000000 X 1.842 X 0.533) / (5 - (4 X 0.25))) X 96 ^3 = 6183 Ibs/ivl MAXIMUM ALLOWABLE LIVE LOAD PER LEVEL = 49491bs/Ivl TopWidth = 1.75 in _B C —. BeamStress = 40% D I = 1.842 in ^4 S = 0.857 in ^3 F =55000 PSI a(impactCoefcient) = /3= 0.833 0 0.25 L(Length) = 96 in L = 96 in Step = 1.625 in 0.875 BeamThickness = 0.07 in BeamDepth = 4.04 in Bottom Width = 2.75 in ALLOWABLE AND ACTUAL BENDING MOMENT AT EACH LEVEL M AlIow,Seismic = S F b M Seismic = M Conn * F * 1.33 MStatic = W1 /8 M All ow,Static = S x * M Impact = Mstanc *1.125 Level M Static M Impact M,vIow,Static Mse;sm;e MAUOW,Se;Stnic Result 1 2 3 10320 10320 10320 11610 11610 11610 28281 28281 28281 12790 5680 3504 37708 37708 37708 GOOD GOOD GOOD MATERIAL HANDLING ENGINEERING TEL : (909)869 - 0989 FAX : (909)869 - 0981 161 ATLANTIC STREET, POMONA, CA 91768 PROJECT FOR SHEET NO. CALCULATED BY DATE TRAVERSE BAY CONFECTION TRAVERSE BAY CONFECTION 9 TL 9/12/2007 BEAM ANALYSIS : TYPICAL MAXIMUM STATIC LOAD PER LEVEL DEPENDS ON: 1. MAXIMUM MOMENT CAPACITY Fb = MI S �•( /g) FBEff = S x FB • 16 • S Max.Weight / lvl = • a /3.L = ((33000 X 16 X 0.857) / (0.833 X 96)) X 0.875 = 4949 Ibs/Ivl 2. MAXIMUM ALLOWABLE DEFLECTION D auaw = L/180 = 0.533 In _ SWl 4 384• E•Ix p Max.Weight / lvl = 384 • E • I 5— 40 _ ((384 X 29000000 X 1.842 X 0.533) / (5 - (4 X 0.25))) X 96 ^3 = 6183 Ibs/ivl MAXIMUM ALLOWABLE LIVE LOAD PER LEVEL = 49491bs/Ivl TopWidth = 1.75 in _B C —. BeamStress = 40% D I = 1.842 in ^4 S = 0.857 in ^3 F =55000 PSI a(impactCoefcient) = /3= 0.833 0 0.25 L(Length) = 96 in L = 96 in Step = 1.625 in 0.875 BeamThickness = 0.07 in BeamDepth = 4.04 in Bottom Width = 2.75 in MATERIAL HANDLING ENGINEERING TEL : (909)869 - 0989 FAX : (909)869 - 0981 161 ATLANTIC STREET, POMONA, CA 91768 PROJECT TRAVERSE BAY CONFECTION FOR TRAVERSE BAY CONFECTION SHEET NO. 10 CALCULATED BY TL DATE 9/12/2007 BEAM TO COLUMN ANALYSIS : TYPICAL CONNECTION CAPACITY DEPENDS ON THE FOLLOWING PARAMETERS: 1. SHEAR CAPACITY OF PIN PinDiameter = 0.438/n. F = 55000 PSI 17 Ashear = Diameter 4 = 0.1507 in ^2 Shear = 0.4 • F • Ashea = 0.4 X 55000 X 0.1507 in^ = 3315 lbs 2. BEARING CAPACITY OF PIN ColumnThickness = 0.09 F = 65000PS/ S2 =2.22 a= 2.22 P Bearing = a ' F. • Dia. • Col - Thickness /S2 = 2.22 X 65000 X 0.438 X 0.09 / 2.22 3. MOMENT CAPACITY OF BRACKET EdgeDist .= 1.0 In. PinSpacing = 4 In F = 55000 PSI C = P + P Tap = 0.179 In. S = 0.127 In' MCapacity `Clip • F Bending = = P +P,(.5/4.5) [P, *4.5] +[P, *(5/4.5) *.5] *1.33 C•d = M capgC „ y = 1.11 P, •d d = EdgeDist 12 = 0.5 PChp = MCapacity /( 1.11 . d) = 4610 / (1.11 X 0.5) = 8306 lbs MINIMUM VALUE OF P1 GOVERNS = 2562 lbs MConn -Allow = 15523in -lb > 12790in -lb 0.127 In ^3 X .66 X Fy = 4610 in - OK 0 2562 lbs P2 = P1 X 1.11 3" : AT LEVEL 1 .iga 1-5/8" -,�' SEtZMIC � MATERIAL HANDLING ENGINEERING TEL : (909)869 - 0989 FAX : (909)869 - 0981 161 ATLANTIC STREET, POMONA, CA 91768 PROJECT FOR SHEET NO. CALCULATED BY DATE TRAVERSE BAY CONFECTION TRAVERSE BAY CONFECTION 11 TL 9/12/2007 TRANSVERSE ANALYSIS: BRACING: TYPICAL IT IS ASSUMED THAT THE LOWER PANEL RESISTS THE FRAME SHEAR IN TENSION AND COMPRESSION. IF HORIZONTAL AND DIAGONAL MEMBERS ARE THE SAME, ANALYSIS WILL BE DONE ON THE DIAGONAL MEMBER AS IT WILL GOVERN. DIAGONAL BRACING : COMPRESSION MEMBER Ldiag = J(L — 6) + (D — (2. BCo1)) = 61.2" Vdiag = Vtrans ' LDiag = 1103 lbs d (1 X 61.2209) / (0.488) = 125.5 In k•1 rMin Fe — ( 1 rMin F 2 F Fe< 2 Fn = Fe II P„ = Area •F, S2c =1.92 P S2c Brace Stress = VDiag P = 18186 PSI = 27500 = 18186 PSI = 5729 lbs = 2984 lbs = 0.37 < 1.33 (28 %) Pma V _■■ SIDE ELEVATION Panel Height (L) = Panel Depth (D) _ Column Depth (B) _ Clear Depth (d) = (D - 2 *B) = 54 In 44 In 3 In 38 MATERIAL HANDLING ENGINEERING TEL : (909)869 - 0989 FAX : (909)869 - 0981 161 ATLANTIC STREET, POMONA, CA 91768 PROJECT FOR SHEET NO. CALCULATED BY DATE TRAVERSE BAY CONFECTION TRAVERSE BAY CONFECTION 12 TL 9/12/2007 OVERTURNING ANALYSIS : TYPICAL FULLY LOADED Total Shear = 685 lbs M = V,,,„ •Ht•1.15 M = 685 X94 X 1.15 M = E (wp +.85wDL)• d/2 = (6000 +(.85 X 300)) X 44/2 Ms, — M *ow *ow st / P lpLlft = d TOP SHELF LOADED Shear = 260 lbs M = V • Ht • 1.15 Mow = 260 X 120 X 1.15 M = >(wp +wDL)•d /2 Ms, 1(Mov, —Ad.) P d = 74049 in/lb 137610 in/lb = (74049 - 137610) / 44 = -1445 lbs. Puplift <= 0 No Up Lift = 35887 in/lb = (2000 + (.85 X 300)) X 44 /2 = 49610 in/lb = (35887 - 49610) / 44 = -312 lbs. Puplift<=0 No up Lift ANCHORS No. of Anchors : 2 Pull Out Capacity : 580 Lbs. Shear Capacity : 1190 Lbs. COMBINED STRESS Fully Loaded = (0 / 580 X 2))+ ((685 /2)/(1190 X 2)) = 0.04 Ton Shelf Loaded = (0 / (580 X 2))+ ((260 /2)/(1190 X 2)) = 0.01 USE 2 Ramset/Redhead Trubolt 0.5 Dia. X 2.25 Min. Embd. Anchors per BasePlate. (or approved equal) Rigi F Mall 6 V IIUI- S IM F4 U F3 Pr 1 of CROSS AISLE ELEVATION SEIZIV1 5 MATERIAL HANDLING ENGINEERING TEL : (909)869 - 0989 FAX : (909)869 - 0981 161 ATLANTIC STREET, POMONA, CA 91768 PROJECT FOR SHEET NO. CALCULATED BY DATE TRAVERSE BAY CONFECTION TRAVERSE BAY CONFECTION 13 TL 9/12/2007 BASE PLATE ANALYSIS : TYPICAL THE BASE PLATE WILL BE ANALYZED WITH THE RECTANGULAR STRESS RESULTING FROM THE VERTICAL LOAD P, COMBINED WITH THE TRIANGULAR STRESSES RESULTING FROM THE MOMENT Mb (IF ANY). THERE ARE 3 CRITERIA IN DETERMINING Mb. THEY ARE 1. MOMENT CAPACITY OF THE BASE PLATE, 2. MOMENT CAPACITY OF THE ANCHOR BOLTS, AND 3. Vcol *h /2 (FULL FIXITY). Mb IS THAT SMALLEST VALUE OBTAINED FROM THE 3 CRITERIA ABOVE. P Ca, M Base P __ P Col A D•B M fb = D • B _ 2• b , { fb2 = fb fbl = fb — fb2 = 3150 lbs = 0 in/lb 1•t F Base = •75F • 1.33 fb Mb Fb S Base • F Base 84 PSI = O PSI = 0 PSI = 0 PSI M _ wb _ b l 2 [• a b + f l 6 +.67f 2 ] Mb 2 2 M = 212.63 in/lb b = 0.02 in /cb = 36000 PSI = 0.25 ANCHOR TENSION No. of Anchors Resisting Tension (n) = 1 E Mo T •d = MBase — (PCo! •(b /2)) Base Plate Width (13) Base Plate Denth (D) Base Plate Thickness (t) <= 1 OK T = M Base P cor . b = 0 d n • d NEGATIVE, THEREFORE NO TENSION = 7.5 in = 5 in = 0.375 in b bl Fv (base) to = 3 in = 2.25 in = 36000 PSI bI b b1 B T Danchor4 MATERIAL HANDLING ENGINEERING TEL : (909)869 - 0989 FAX : (909)869 - 0981 161 ATLANTIC STREET, POMONA, CA 91768 SLAB AND SOIL : TYPICAL THE SLAB WILL BE CHECKED FOR PUNCTURE STRESS. IF NO PUNCTURE OCCURS, IT WILL BE ASSUMED TO DISTRIBUTE THE LOAD OVER A LARGER AREA OF SOIL AND WILL ACT AS A FOOTING. PUNCTURE P stanc = 3150 lbs P m a x = (1.2 • Pstanc + 1.0 • (M l d )) * = 6009 lbs Fpunct = 2 • ✓ C Apa0C1 =[(B + + CW + 2 I • • t = 450 sq. in. J v Fv A punct Fpunct SLAB TENSION P •144 —sod — max — 1.33 • .fsou L = Asou B B•W + t b= L —B 2 wb 1.33. f s o; ,•b 2 M `on` = 2 = 144.2 1•t `Sconc = 6 Fconc = 55 fc J b — MConc Fb S Conc • F Conc OK Mot = 74048.5 in -lb = 100 PSI = 0.13 = 651 sq. in. = 25.51 in = 16.12 in = 4.69 in = 102 in -lb = 16.67 cb. in. = 162.5 PSI = 0.04 PROJECT FOR SHEET NO. CALCULATED BY DATE TRAVERSE BAY CONFECTION TRAVERSE BAY CONFECTION 14 TL 9/12/2007 7 B L P / 111.1=111111\ B = 7.5 in w = 5 in Frame Depth d = 44 in CONCRETE / = 2500 PSI t = 10 in 0 =0.65 SOIL fsoil = 1000 PSF 06 -05 -2008 RICHARD ANDERSON 1025 INDUSTRY DR TUKWILA WA 98188 RE: Permit No. D07 -276 1025 INDUSTRY DR TUKW Dear Permit Holder: City of Tuki,vila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director 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 07/22/2008 , 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, Je mi er Marshall, Permit Technician xc: Permit File No. D07 -276 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 12 -12 -2007 RICHARD ANDERSON 1025 INDUSTRY DR TUKWILA WA 98188 RE: Permit Application No. D07 -276 1025 INDUSTRY DR TUKW Dear Permit Applicant: In reviewing our current permit application files, it appears that your permit application applied for on 07/24/2007 , has not been '::sued by the City of Tukwila Permit Center. Per the International Building Code and/or the International Mechanical Code, every - ,ermit application not issued within 180 days from the date of application shall expire by limitation and become null and void. Your hermit application expires on 01/20/2008 . If you choose to pursue your project, a written request for extension of your application addressed to the Building Official, demonstrating justifiable cause, will need to be received at the Permit Center prior to your expiration date of 01/20/2008. If it is determined that an extension is granted, your application will be extended for an additional 90 days from the expiration date. In the event we do not receive your written request for extension, your permit application will become null and void and your project will require a new permit application, plans and specifications, and associated fees. Thank you for your cooperation in this matter. Sincerely, Je er Marshall Pe t Technician Permit File No. D07 -276 City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 10/11/2007 To whom it may concern: Thanks, Richard An erson President 1025 Industry Dr., Tukwila, WA 98188...206- 725 -0099 Fax...206- 722 -0196 rich @traversbayconfections.com www.traversebayconfections.com This is in response to a letter sent from Bill Rambo requesting information about the racking for the fire department. The racks will be 16ft. high. The ceiling height is 24ft. high. The racks will hold cookies, chocolate, packaging, and ribbon. The product will be place on pallets with a max. weight of 1500#'s. P ��Q ,� 90- - Z-.t c RECEIVED OCT 1 2 PERMIT CENTER INCOMPLETE LTR #-I- -- 2. "%a October 10, 2007 Richard Anderson 1025 Industry Dr Tukwila WA 98188 RE: Letter of Incomplete Application # 2 Development Permit Application D07 -276 Traverse Bay — 1025 Industry Dr Dear Mr. Anderson, This letter is to inform you that your permit application received at the City of Tukwila Permit Center on July 24, 2007 is determined to be incomplete. Before your application can continue the plan review process the attached items from the following departments needs to be addressed: Fire Department: Alan Metzler, at 206 575 -4407, if you have any questions concerning the attached comments. Please address the comment above in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that four (4) sets of revised plans, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at the Permit Center at (206) 431 -3670. Sincerely, ao Bill Rambo Permit Technician Enclosures File: D07 -276 City of Tukwila P:\Permit Center\Incomplete Letters\2007\DO7 -276 Incomplete Ltr #2.DOC wer Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director 1. Provide a detailed list and descripton of commodities to be stored in racks. 2. Indicate "total" storage height and height of ceiling. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 idt July 27, 2007 Richard Anderson 1025 Industry Dr Tukwila WA 98188 RE: Letter of Incomplete Application # 1 Development Permit Application D07 -276 Traverse Bay — 1025 Industry Dr Dear Mr. Anderson, This letter is to inform you that your permit application received at the City of Tukwila Permit Center on July 24, 2007 is determined to be incomplete. Before your application can continue the plan review process the attached items from the following departments needs to be addressed: Building Department: Allen Johannessen, at 206 433 -7163, if you have any questions concerning the attached comments. Please address the comment above in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that four (4) sets of revised plans, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Revisions must be made in person and will not be accepted through the mail or by a messenEer service. If you have any questions, please contact me at the Permit Center at (206) 431 -3670. Enclosures File: D07 -276 City of Tukwila Department of Community Development Steve Lancaster, Director P:\Permit Center\Incomplete Letters\2007\007- 276 Incomplete Ltr #1.DOC jem Steven M. Mullet, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206- 431 -3665 Determination of Completeness Memo Date: July 26, 2007 Project Name: Traverse Bay Permit #: 007 -276 Plan Review: Allen Johannessen, Plans Examiner Tukwila Building Division Allen Johannessen, Plan Examiner The Building Division has deemed the subject permit application incomplete. To assist the applicant in expediting the Department plan review process, please forward the following comments. (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size). (If applicable) Structural Drawings and structural calculations sheets shall be original signed wet stamped, not copied.) 1. Provide engineers seismic calculations with specifications for bolting of the racks. 2. Provide height dimensions for the racks. Should there be questions conceming the above requirements, contact the Building Division at 206-431 -3670. No further comments at this time. DE ' ARTMENTS: Bui ing b I ision Public Works Complete TUES/THURS ROUTING: Please Route Documents/routing slip.doc 2 -28-02 PLAIng Vgag/TING SLIP ACTIVITY NUMBER: D07 -276 DATE: 10 -10 -07 PROJECT NAME: TRAVERSE BAY SITE ADDRESS: 1025 INDUSTRY DR Original Plan Submittal Response to Correction Letter # X Response to Incomplete Letter # 1 Revision # After Permit Issued DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: APPROVALS OR CORRECTIONS: ❑ Structural ❑ Permit Coordinator iel Fir e Prevention Incomplete Structural Review Required Planning Division DUE DATE: 10 -11 -07 Not Applicable ❑ No further Review Required REVIEWER'S INITIALS: DATE: DUE DATE: 11 -08 -07 Approved El Approved with Conditions Not Approved (attach comments) ❑ Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: DEPARTMENTS: Buildgng Division Public Works ❑ Comments: APPROVALS OR CORRECTIONS: Documents/routing slip.doc 2 -28-02 PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D07 -276 DATE: 07 -24 -07 PROJECT NAME: TRAVERSE BAY SITE ADDRESS: 1025 INDUSTRY DR X Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # Revision # After Permit Issued 3)i d4 Fire P revention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete ❑ Incomplete TUES/THURS ROUTING: Please Route ❑ Structural Review Required REVIEWER'S INITIALS: 4? -0 Planning Division ❑ Permit Coordinator DUE DATE: 07-26-07 Not Applicable ❑ Permit Center Use Only INCOMPLETE LETTER MAILED: *la LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg] Fire ❑ Ping ❑ PW ❑ Staff Initials: ____ No further Review Required DATE: DUE DATE: 08-23-07 Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) ri Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ 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.cLtukwila.wa.us ION SUBM ITT Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax etc. Date: 1 (I /4 Plan Check/Permit Number: Er Response to Incomplete Letter # ❑ Response to Correction Letter # ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: �/Q/f / t 6 g/t Incie /v3/4 +r)) J Project Address: 1b2C Contact Person: � Ai/ Phone Number: poc - 22,E - 7oZ_L Summary of Revision: 6 (4: rt n46 of c,✓E., A/ 45-‘60 2 s 6( A- s a Sr' of el'"L (40,C,.<4.14 , Po? - 27 eo rtECEIVED lil 1 Y U1 UKw1LA OCT 1 u 200li PERMIT CENTER Sheet Number(s): "Cloud" or highlight all areas of revision including dale of r Received at the City of Tukwila Permit Center by: Entered in Permits Plus on Q — 1 0 "O 7 \appIicationslfonns- applications on linc\revision submittal Created: 8 -13 -2004 Revised: CITY OF TUKWILA Department of Community Development 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431-367o FAX (2o6) 431 -3665 E -mail: tukplanaci.tukwila.wa.us AFFIDAVIT IN LIEU OF CONTRACTOR REGISTRATION STATE OF WASHINGTON) ) ss. COUNTY OF KING ) t `S ArJ [please print] 1. I have made application for a permit from the City of Tukwila, Washington. 2. I understand that state law requires that all building construction contractors be registered with the State of Washington. The exceptions to this requirement are stated under Section 18.27.090 of the Revised Code of Washington, a copy of which is printed on the reverse side of this Affidavit. I have read or am familiar with RCW 18.27.090. , states as follows: 3. I understand that prior to issuance of a permit for work which is to be done by any contractor, the City of Tukwila must verify either that the contractor is registered by the State of Washington, or that one of the exemptions stated under RCW 18.27.090 applies. 4. In order to provide verification to the City of Tukwila of my compliance with this requirement, I hereby attest that after reading the exemptions from the registration requirement of RCW 18.27.090, I consider the work authorized under this permit to be exempt under No. . and will therefore not be performed by a registered contractor. 5. I understand that the licensing provision of RCW 19.28.161 through 19.28.271 shall not apply to persons making electrical installations on their own property or to regularly employed employees working on the premises of their employer. The proposed electrical work is not for the construction of a new building for rent, sale or lease. I understand that I may be waiving certain rights that I might otherwise have under state law in any decision to engage an unregistered contractor to perform construction wor Owner /Owner's Agent Signed and sworn to before me this 02?'1 day of N AR PUBLIC in and for the State of Washington Residing at Name as commissioned: PERMIT NO: !/" 6 � - i Permit Center /Building Division 206 431 -3670 Public Works Department 206 433 - 0179 Planning Division 206 431 -3670 ,20 O , County e /9 -U)erl - My commission expires: ()5 g9--/O 18.27.090 Exemptions. The registration provisions of this chapter do not apply to: 1. An authorized representative of the United States government, the state of Washington, or any incorporated city, town, county, township, irrigation district, reclamation district, or other municipal or political corporation or subdivision of this state; 2. Officers of a court when they are acting within the scope of their office; 3. Public utilities operating under the regulations of the utilities and transportation commission in construction, maintenance, or development work incidental to their own business; 4. Any construction, repair, or operation incidental to the discovering or producing of petroleum or gas, or the drilling, testing, abandoning, or other operation of any petroleum or gas well or any surface or underground mine or mineral deposit when performed by an owner or lessee; 5. The sale of any finished products, materials, or articles of merchandise that are not fabricated into and do not become a part of a structure under the common law of fixtures; 6. Any construction, alteration, improvement, or repair of personal property performed by the registered or legal owner, or by a mobile /manufactured home retail dealer or manufacturer licensed under chapter 46.70 RCW who shall warranty service and repairs under chapter 46.70 RCW; 7. Any construction, alteration, improvement, or repair carried on within the limits and boundaries of any site or reservation under the legal jurisdiction of the federal government; 8. Any person who only furnished materials, supplies, or equipment without fabricating them into, or consuming them in the performance of, the work of the contractor; 9. Any work or operation on one undertaking or project by one or more contracts, the aggregate contract price of which for labor and materials and all other items is less than five hundred dollars, such work or operations being considered as of a casual, minor, or inconsequential nature. The exemption prescribed in this subsection does not apply in any instance wherein the work or construction is only a part of a larger or major operation, whether undertaken by the same or a different contractor, or in which a division of the operation is made into contracts of amounts less than five hundred dollars for the purpose of evasion of this chapter or otherwise. The exemption prescribed in this subsection does not apply to a person who advertises or puts out any sign or card or other device which might indicate to the public that he or she is a contractor, or that he or she is qualified to engage in the business of contractor; 10. Any construction or operation incidental to the construction and repair of irrigation and drainage ditches of regularly constituted irrigation districts or reclamation districts; or to farming, dairying, agriculture, viticulture, horticulture, or stock or poultry raising; or to clearing or other work upon land in rural districts for fire prevention purposes; except when any of the above work is performed by a registered contractor; 11. An owner who contracts for a project with a registered contractor, except that this exemption shall not deprive the owner of the protections of this chapter against registered and unregistered contractors. The exemption prescribed in this subsection does not apply to a person who performs the activities of a contractor for the purpose of leasing or selling improved property he or she has owned for less than twelve months; 12. Any person working on his or her own property, whether occupied by him or her or not, and any person working on his or her personal residence, whether owned by him or her or not but this exemption shall not apply to any person who performs the activities of a contractor on his or her own property for the purpose of selling, demolishing, or leasing the property; 13. An owner who performs maintenance, repair, and alteration work in or upon his or her own properties, or who uses his or her own employees to do such work; 14. A licensed architect or civil or professional engineer acting solely in his or her professional capacity, an electrician certified under the laws of the state of Washington, or a plumber certified under the laws of the state of Washington or licensed by a political subdivision of the state of Washington while operating within the boundaries of such political subdivision. The exemption provided in this subsection is applicable only when the person certified is operating within the scope of his or her certification; 15. Any person who engages in the activities herein regulated as an employee of a registered contractor with wages as his or her sole compensation or as an employee with wages as his or her sole compensation; 16. Contractors on highway projects who have been prequalified as required by RCW 47.28.070, with the department of transportation to perform highway construction, reconstruction, or maintenance work; 17. A mobile /manufactured home dealer or manufacturer who subcontracts the installation, set -up, or repair work to actively registered contractors. This exemption only applies to the installation, set -up, or repair of the mobile /manufactured homes that were manufactured or sold by the mobile /manufactured home dealer or manufacturer; 18. An entity who holds a valid electrical contractor's license under chapter 19.28 RCW that employs a certified journeyman electrician, a certified residential specialty electrician, or an electrical trainee meeting the requirements of chapter 19.28 RCW to perform plumbing work that is incidentally, directly, and immediately appropriate to the like -in -kind replacement of a household appliance or other small household utilization equipment that requires limited electric power and limited waste and /or water connections. An electrical trainee must be supervised by a certified electrician while performing plumbing work. 3" APPROX 3" APPROX TYPICAL BRACE TO COLUMN CONNECTION 1 5/8 "–t 6A1 STD. CONNECTOR BASE PLATE COLUMN 7 1/2" 2 1/2" 1 1/4" 3/8" THK. 4 1/32" 5/8" 31 ANCHOR CONCRETE SOIL - HORIZONTAL & DIAGONAL BRACE 5A GENERAL CONFIGURATION 192" 36" 5 36" STORAGE RACK ELEVATIONS TYPICAL ---96" FRONT VIEW TYPICAL BEAM TO COLUMN CONNECTION ,4 i 192" ' - 44" 74" 54" N SIDE VIEW EX oft, JUL 2 2 uoc3 NOTES: 1. DESIGNED PER SECTION 2208 OF THE 2006 IBC, SEISMIC COEFFICIENTS: Fa = 1.0 & Ss = 1.3374. 2. STORAGE CAPACITY: 2,000# PER LEVEL 3. ASTM A570 FOR SHAPE Fy = 55,000 PSI GRADE 55. 4. ALL BOLTS A307( UNLESS OTHERWISE NOTED). 5. ANCHORS RAMSET /REDHEAD TRUBOLT, ICC #ER -1372 OR APPROVED EQUAL 6. SPECIAL INSPECTION IS NOT REQUIRED FOR ANCHOR INSTALLATION. 7. CONCRETE 10" THICK x 2,500 PSI. 8. SOIL BEARING PRESSURE 1,000 PSF. FILEOPY Permit 110. zi Plan review approval to ems and omissions. Approval of dogs not authorize the violation of any akOd code or order. FkaiCeipt of approved FsId.Copy and candit ons is acknowledged: BY City of Tukwila BUILDING DIVISION R scope changes shall be made to of of work without prior app Tukwila Building Division �t +�l m . include a dditconal p,an rcr r.' , r lees NOTE: RevisiOnS will require a new Ian stab and may ... ..,.... -- 1 07- 276 DESCRIPTION: TYPE: I NT. EST. 1985 CALIFORNIA CONTRACTORS LICENSE NO.665374 DRAWN BY: STORAGE RACK DETAILS AADR F TRAVERSE BAY CONFECTIONS 1025 INDUSTRY DRIVE TUKWILLA, WA 98188 INCOMPLETE LTR #� RECEIVED OCT 10 2007 PERMIT CENTER, SEISMIC MATERIAL HANDLING ENGINEERING 161 Atlantic Street Pomona, California 91768 TeI. (909) 869 - 0989(909) 869 -0981 D.K DRAWING NUMBER: DATE: 09/11 /07 SCALE: N.T.S. 07- 1474A -A • I__ ••[ NDEX z '1 ; . I " L - x": N \ X ■ I T T T. Ai L../ . ._ / rN ( - • , • SECTI()NS . . • . ;l %1 M 4 hai4.02 SIB an4 Ma Y in dtd.e O !re um: Revisions va T INPROVIITENT 1. USE GROUP F:1. (FOOD PROCESSING) 2. CONSTRUCTION OF A. ONE UNISEX TOILET ROOM B. ONE NEW KITCHEN 3. INSTALLATION OF A. ONE NEW ovEN B. DISHWASHING UNIT/SINK C. NEW SINK D. NEW GAS LINE TO OVEN E. FIRE EXTINOUISHERS AS SHOWN F. VENTILATION SYSTEM FOR •KtTCHEN AREA 4 (44A- 5 1.,- 1.1. W4:?/' • I „. This set of constm be kept at the site open to inspection b or a duly auto ' LL MAJK ARE7A; 4 992 SOFT T KITCHEN. L -r ACCE SSORY OFFICE 482 AIRE A: I 100 • 6097 / 701)0 SQF T OCCUPANTS SINGLE UNISEX ALLOWED F OR 10 OR t. 1. OCCUP AN TS WAC 53-51 SEC 2902.3.1 EXCP I REVIEWED FO DE COWL' wovo‘l City BUILT I 2 0 DT\IT ; S ;' Si BUILDING i , . 1 Ot,..s..UP,&uNCY . GROUP F -1 (FOOD PROCESSING ..... AREA ) I i II . ________ .._.. _ _ - ... ._.._.. .. _.........- _. ..... _ .___ _ ..... 1 OC CCUP AN 1 ; S : AR i t 25 4 C I Ai_ GROSS ARE 609 7 SOF r I •-- • I JUL 2 4 /007 VV JV. crrY TrilvILA 'IR Eck DR \ (If CS I\ /1 / I I .— A Aft orop OA FE E v•; I CN SHEET JUL 22 2008 N! EGIS RED AR / 4f/ 1 kt X, MAR ATh O i, fi WASH INGTON DOUBLE RCH ESi KURF DII•MAR li iiI815 H4 I N LAKE RD II 1 MONRO wt, M:3:12712E:CI 111 II 11 1 0 tei .360 t I ii E, I II I PF? I'l LiJEC, 1 1_,.11 FAX 360 - 863 - 1586 1 .-- ---._ Ai TERA TION FOR TRAVERSE BAY CONFECTIONS 1025 INDUSTRY DRIVE TUKWILLA , WA 98188 COPYRIGHT 2005 UOLIBLE , %/4` H ;ESIGN PRINT DATE 5 5-05 II 7197 • EGI '1 URT , ' t4 QITTMAR STATE OE WASriLNGTON I 4 A I is Elti �I , , 1 1_..i KURT D i • NAP, ; w 14 8 1 5 ; CHA[N � LAKE RD I it MONROE , WA ij 98272 hi toi 360.805 -9293 i 1 FAX 360 - 863 -1586 1-1 I II I 1� it I L j P RO j E C T AL TERAT[ON FOR TRAVERSE BAY CONFECTIONS 1025 INDUSTRY DRIVE TUKWILLA . WA 98188 LEA -F 5.5..05 PEVIciciN ':JP^rRIGHT 1005 U� UELE. ARCH DESIGN P i NT DATE 7Hc N U C } DN 10V -O" 1 ti I' 1.( CD N PHASE VE THROUGH WALI. A: '0 I- •i- ABv FIN. Ft OOR 5' \ __! .\\\\\ \ 0 I EXIST CONC. TILT -UP WALL CONSTRUCTION 1t I 220 CLASS B OVEN ,NEW OVEN IL" COMMERCIAL FOOD PREP. 4 _ NEW 1 DIA GAS LINE To OVEN 1 PER INTERNATIONAL r UEL G S CODE INTERNATIONAL MECHANICAL p ODE ( 220 3 6' / EXISTING 2 HR PARTY 2 A RATED FIRE EXTING. i U b d �--- - Nifec, s eLag to iA 110 I caµ I — P RESCRIPTIVE LIGHTING PER SECTION 1520 I UNLIMITED FIXTURES/ ENERGY WHEN USING I TWO LAMP(BULB) , NON - LENSED, FLOURESCENT ! FIXTURE WITH TYPE T -1, 7 - 2, T -4, T 5; T -6. 7 -8 LAMPS AND ELECTRONIC BALLASTS WALL CLEAR SAFETY LENSES ARE ALLOWED L IN FOOD PREP. AREAS 2 A RATED FIRE EXTING. ∎B4µ z. 1 {06 1-D1111- Mi 6S 3. tl ) Lf 1 006' tit (1 2-2X10 HD'R 4 8* 1 ! -t` 220 . ----------- ___.. 1 J 110 2 s 1I 3 -; ) 3 1 t t7. Aoct(oktl 0/ 1[/1( ' 1t A I1�1•�J i J6t4 -oL E, Sce PriApv ylcolcRvin7 )220 DOUBLE STUD AT DOOR OPN'G t, 615 Nin c t) £x ?k OF - 19- 17--- (,120' r `A)/ GOA- 41.0 D 030 NON LENSED (SEE NOTE) SURFACE MOUNTED FLUORESCENT LIGHT FIXTURE, 2 LAMP, 40 WATT TYPICAL 2X6 STUDS 16" OC qtot (5 220 KITCHEN NEW FOOD PROCESSING AREA 3 1623 SOFT GROSS kan] Y 110 220 • 110 2 - A RATED FIRE EXTING. l FE 110 40' -0" 4, gbeoOe>7 0'' t`1' ca')taere, 110 V /\ ADJACENT TENENT SPACE 220 2p 220 DOUBLE STUD AT DOOR OPN'G 2 -2X10 HD'R t 110 11 /4" DIA S FT HIGH WALL 7... 8" ADJACENT TENENT SPACE 110 NEW L SINK � PROVIDE SPRINKLERS TO NEW ROOM \ NEW' DISHWASH SYSTEM 12'-0" PROVIDE MOISTURE PROOF SURFACES AT SINK AREA 2•A RATE;:' FIRE EX TING. FE KITCHEN HOODS SHALL COMPLY , WISH IMC 2003 SEC 506, 507, 508 r 1 VEN T ILATION: 5 CF M PER PERSON TAB 3-4 WSV!AO 10 PERSONS(M1N PER TABLE) X 15 - 150 CFM EXHAUST TO EXTERIOR INTAKE OPENINGS SHALL BE AO .FEET FROM NOXIOUS OR HAZARDOUS CONTAMINANT S. NEW GAS LINE TO OVEN MOUNTED T 0 !JNDERSiDE OF tJEiL[NG 2 10 2X$ HF2 A? 'b • OC CL'G JOIST — a... 1 -1,1,,c.st--; r • W ACESS. TOILET (UNISEX) vi l vI" T YPE I HOOD .a; OVENS WHICH PRODUCE GRE ASE OR SMOKE 8' -0 2.1-(o 110 TYPE II !HOD SHALL BE INSTALLED OVER DISHWASHER SYSTEM EXCEPT WHERE HEAT AND WATER VAPOR EXHAUST SYSTEMS ARE SUPPLIED BY 1HE APPLIANCE MANUFACTURER AND ARE INSTALLED PER MANUF. 507.2.2 IMC 50 CFM FANS : PANASONIC FV 07v07 0 5 SONES TENT T: OUTSIDE L NEW GAS LINE_ RISES' EXIS 13 EXIST r a_ 1 ll� fi 1: i i I t I; I; 3 I, FLOOR PLAN SCALE: I /411 � �._ FlXIS O RICE AREA 482 SOFT EX EXISTING GAS LINE ENTRANCE 'REVIEWED FOR CODE COMPLIANCE APPROVED OCT 2 4 2007 Of Tukwila LDING ©IVT JQ au� 005 JUL ?22008 � rW3 C ,_,..v ;- VVI JUL 2 4 2001 I ;I • T if L=RIr ACCESSIBLE ROU `._ ' ?":