The URL can be used to link to this page

Home My WebLink AboutPermit D07-232 - KOHLS - SHELVINGKOHL'S 17150 SOUTHCENTER PY D07 -232 Parcel No.: Address: Suite No: Tenant: Name: Address: Owner: Name: Address: Phone: Value of Construction: $0.00 Type of Fire Protection: SPRINKLERS Type of Construction: II-B Citf 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 2623049080 17150 SOUTHCENTER PY TUKW KOHLS 17150 SOUTHCEIITERPY , TUKWILA WA WIG PROPERTIES LLC -SS 4811 134TH PL SE , BELLEVUE WA 98006 Contractor: Name: BAYLEY CONSTRUCTION A GEN. PTNSHP Address: PO BOX 9004 , MERCER ISLAND, WA 98040 -9004 Phone: 206 - 621 -8884 Contractor License No: BAYLECG034JC DEVELOPMENT PERMIT Contact Person: Name: LYNNE LYON Address: N56W17000 RIDGEWOOD , MENOMONEE FALLS WI 53051 Phone: 262 -703 -1436 DESCRIPTION OF WORK: INSTALLATION OF STORAGE SHELVING SYSTEM FOR NEW KOHLS DEPT STORE * *continued on next page ** doc: IBC-10 /06 D07 -232 Permit Number: Issue Date: Permit Expires On: Expiration Date: 12/31/2007 Fees Collected: International Building Code Edition: Occupancy per IBC: D07 -232 07/06/2007 01/02/2008 $1,607.61 2003 0025 Printed: 07 -06 -2007 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N City o>.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: Signature: t / doc: IBC-10 /06 Permit Number: D07 -232 Issue Date: 07/06/2007 Permit Expires On: 01/02/2008 Date: I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the perform of work. I am authorized to sign and obtain this development permit. (/U Date: 7-6 - v 7 Print Name: v O f UD 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 -232 Printed: 07 -06 -2007 City of Tukwila Parcel No.: 2623049080 Address: 17150 SOUTHCENTER PT TUKW Suite No: Tenant: KOHLS 1: ** *BUILDING DEPARTMENT CONDITIONS * ** 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 PERMIT CONDITIONS Permit Number: D07 - 232 Status: ISSUED Applied Date: 06/25/2007 Issue Date: 07/06/2007 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: Installation of high- strength bolts shall be periodically inspected in accordance with AISC specifications. 5: When special inspection is required, either the owner or the registered design professional in responsible charge, shall employ a special inspection agency and notify the Building Official of the appointment prior to the first building inspection. The special inspector shall furnish inspection reports to the Building Official in a timely manner. 6: A final report documenting required special inspections and correction of any discrepancies noted in the inspections shall be submitted to the Building Official. The final inspection report shall be prepared by the approved special inspection agency and shall be submitted to the Building Official prior to and as a condition of final inspection approval. 7: All construction shall be done in conformance with the approved plans and the requirements of the International Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code. 8: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. 9: ** *FIRE DEPARTMENT CONDITIONS * ** 10: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 11: 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) 12: Install mechanical stops as necessary in rolling shelving units so that when shelving units are rolled together, a 6 inch flue space will be maintained every 4 ft. along the length of the racks. doc: Cond -10/06 D07 -232 Printed: 07 -06 -2007 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: Storage shall be maintained 2 feet or more below the ceiling in nonsprinklered areas of buildings or a minimum of 18 inches below sprinkler head deflectors in sprinklered areas of buildings. (IFC 315.2.1) 14: 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) 15: 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) 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: Maintain fire extinguisher coverage throughout. 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 -232 Printed: 07 -06 -2007 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 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. ( Z 6 -0 7 Signature: Date: Print Name: `1 0 D07 -232 Printed: 07 -06 -2007 CITY OF TUKVVIbiei Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 Name: L-1 A At 1.-yo✓1 Mailing Address: 1151 W 1 7non RtageWood E -Mail Address: t/flat, I /0 el 0 k zoh J 5. C- O il'i Company Name: B COI 'el (m- r Lc/ton Mailing Address: SHOOS 4E- "2-5th S { Contact Person: I L PI n C h0 r6O /l ett lA E-Mail Address: aars aAc4' hot- ile -f .,i Contractor Registration Number: 6 AY 1-6 Go 34 1(... Company Name: 5c-iv a4J Holt Mailing Address: Lt"I Al. 6 read Wit -j Contact Person: 3 eff Stowe E-Mail Address: ) e.( towed ft% roed eram. hot . cat Q: ApplicationsWorms- Applications On Line U-2006 - Permit Application.dnc Revised: 9.2006 bh Building Permilslo. Th 232_ Mechanical Permit No. Plumbing/Gas Permit No. Public Works Permit No. Project No. 190(0-110 (For office use only) Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. * *Please Print ** SITE LOCATION King Co Assessor's Tax No.: 9080 D0 Site Address: 17 1 O 5 PNv ()Hi i to KW t ct Suite Number: Floor: Tenant Name: 1(o11t9 DelarWrit t 5 toff. , jllC. New Tenant: ❑ Yes ❑..No Property Owners Name: 14 I fl'oert't've5 Mailing Address: y$ II 13a th Pi_ 5-E. Bel le6At. Cit CONTACT PERSON - who do we contact when your permit is ready to be issued Day Telephone: 26 2 -703 - l i-1 3 6 Mello too n ee fA115 bt I S3o5 State Zip City 141A State 1 8006 Zip Fax Number: IC 2 707— 7/ 0 S GENERAL CONTRACTOR INFORMATION — (Contractor Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg 5)) Mercer Zs I fl 40( Lti 1 &ND City State Zip D a y Telephone: 246 - 6 21- 9 ff Fax Number: 2196 - 3 2 13 - 772 -$ Expiration Date: 1 24;1/0 1 ARCHITECT OF RECORD - All plans must be wet stamped by Architect of Record Ott I waaKe€, W l 5 State Zip City Day Telephone: Lj l 4 - Z 76.1 760 Fax Number: k/ s/ — 2 76 — 176 y ENGINEER OF RECORD -All plans must be wet stamped by Engineer of Record Company Name: An&bro r E r es i t n eert Mailing Address: w66 n1215 Go rl4rr ► era. Court , 5tt, 106 Geda(b,�(� W 1 53 012 City State Zip Contact Person: 13o SkecICC1 Day Telephone: It Z 377-760) - E- Mai l Address: b o b.4tec Ke1(J tafY b en) . &OM Fax Number: 2J T)- 377 - H b Page 1 of 6 BUILDING PERMIT INFORIrION — 206 - 431 -3670 Valuation of Project (contractor's bid price): $ 74 000 Existing Building Valuation: $ Scope of Work (please provide detailed information): ( % o U U ('ew 14 De furtuAci f stare. Will there be new rack storage? Ni Yes 0.. 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 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:VlpphadonsWonns- Applications On Line\3 -20Q6 -Permit Appliabon.doc Revised: 9 -2006 hh Page2of6 Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC 1' Floor 11 000 4-8 r Floor `6, 11 "B 3` Floor Floors thru Basement Accessory Structure" Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck BUILDING PERMIT INFORIrION — 206 - 431 -3670 Valuation of Project (contractor's bid price): $ 74 000 Existing Building Valuation: $ Scope of Work (please provide detailed information): ( % o U U ('ew 14 De furtuAci f stare. Will there be new rack storage? Ni Yes 0.. 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 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:VlpphadonsWonns- Applications On Line\3 -20Q6 -Permit Appliabon.doc Revised: 9 -2006 hh Page2of6 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 txtensio_ n 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 OR AUTHORIZED AGENT: Signature: V Print Name: V 6 � V O Mailing Address: MT SE ZSf th St . Date: 6 Azi°7 Day Telephone: 266 - 73V - 4'9" 6 6 Mercrr s k (AM Q t040 City State zip Date Application Expires: t)- - O7 Date Application Accepted: x -0 7 Q:1ApplicationsVbnns- Applications On rine3-2006 -Permit Application.doc Revised 9-2006 hh Staff Initials: Page 6 of 6 Fixture Type: Qty Fixture Type: • Fixture Type: Qty Fixture Type: Qty Bathtub or combination bath/shower Drinking fountain or water cooler (per head) ash fountain Gas piping outlets Bidet Food -waste grinder, commercial R • 9 . r, indirect waste Clothes washer, domestic Floor drain Sinks Dental unit, cuspidor Shower, single h . , m : Urinals Dishwasher, domestic, with independent drain Lavatory Water Clo - Building sewer or trailer park sewer Rain water .tem — per drain (insi 9 building) Water heater an 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 . alteration of water pipin :: d/or water treating eq • . ment Repair or alteration of drainage or vent piping Medical gas piping system serving one to five inlets/outlets for specific gas PLUMBING AND GAS PIPINERMIT INFORMATION - 206 - 43170 PLUMBING AND GAS PIPING CONTRACTOR INFORMATION C'.mmnanv Name: Mailing Address: City State Zip Contact Person: Day Telenhnne: E -Mail Address: Fax Number: Contractor Registration Number: Expiration Date: Valuation of Plumbing work (« tractor's bid price): $ Valuation of Gas Piping work (co m actor's bid price): $ Scope of Work (please provide detai d information): Building Use (per Intl Building Code): Occupancy (per Intl Building Code): Utility Purveyor: Water: Indicate type of plumbing fixtures and/or gas piping outlets be Q: ApplicationsWorms- Applications On line l3 -2006 - Permit Application.doc Revised: 9-2006 ewer: led and the quantity below: Page 5 of 6 Parcel No.: 2623049080 Permit Number: D07 -232 Address: 17150 SOUTHCENTER PY TUKW Status: PENDING Suite No: Applied Date: 06/25/2007 Applicant: KOHLS Issue Date: Receipt No.: R07 -01219 Initials: WER Payment Date: 06/25/2007 01:23 PM User ID: 1655 Balance: $0.00 Payee: BAYLEY CONSTRUCTION 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 RECEIPT TRANSACTION LIST: Type Method Description Amount Payment Check 657021 1,607.61 ACCOUNT ITEM LIST: Description BUILDING - NONRES PLAN CHECK - NONRES STATE BUILDING SURCHARGE Account Code Current Pmts 000/322.100 000/345.830 000/386.904 Payment Amount: $ 1,607.61 971.58 631.53 4.50 Total: $1,607.61 9693 06/25 9716 TOTAL 1607.61 doc: Receipt -06 Printed: 06 -25 -2007 Project: , i , X Type of Inspection: FT sn / Address: r-3, / 7/ CZ C.)4(7 /. 1 1 " Date Called: Special Instructions: 114.4railiall-in 6 firrOZW A ctila tO Date Wanted: // a.m.., Requester: Phone,No: ( k2/ INSPECTION NO. INSPECTION RECORD Retain a copy with permit u7-7-2 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION q- 6300 Southcenter Blvd., #100, Tukwila, WA 9818B (206)431-3670 Approved per applicable +orlys ); Corrections required prior to approval. COMMENTS: ' 'Inspect 'Date: ,0 7 $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. !Receipt No.: Date: $,L Qrpject: k i Type of Inspection: ,. ,. ,�� Address: ��,, 7 5) . I��N Date Called: Special Instructions: I Date Wanted: Requester: Phone No: i INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188, ,, j2Q6)43 COMMENTS: Approved per applicable codes. El Corrections required prior to approval. E $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. 'Receipt No.: 'Date: Project: J� // ION/ S Type of Inspection: � / / / 7 00 /- /NGt / eN /70. 4N Address: � 0 /9) cut /4/i.171e P ! Date Called: Special Instructions: 7 ! /1,b a 7,...?gy _Nu Date Wanted: • Requester: / - 7 /- F67 INSPE• ION NO. INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 1 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3 0 Approved per applicable codes. Corrections required prior to approval. COMMENTS: 0 , l ) / [r(ic A Cr' c c/e -AgAG w' .(3, / L // AA Inspector: 1., 'Date: Z7-Q� L $ 58.00 REINSPECTION FE REQUIRED. Prior to inspection, fee must be Maid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. J Rece)pt No.: ' 'Date: Project: ) h L • S Sprinklers: Type of Inspection: Hood & Duct: Address: ) Suite #: 5 .C. P4 , w Y Contact Person: 3i41 f2 -14,.r /J Special Instructions: / Phone No.: -2(-) • 5/ — 37,?3" Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: / Pre -Fire: Permits: / Occupancy Type: INSPECTION NUMBER 444 Andover Park East, Tukwila, Wa. 98188 206 - 575 -4407 pproved per applicable codes. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA FIRE DEPARTMENT Do? -2 Z PERMIT NUMBERS n Corrections required prior to approval. COMMENTS: /e44 J(5 � � /21C Inspector: Date: //I /0 -7 Hrs.: $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from ity of Tukwila Finance Department. Call to schedule a reinspection. Word /Inspection Record Form.Doc 1/13/06 T.F.D. Form F.P. 113 FILE COPY Perrn:"." No. Prepared For: Kohl's Corporate Office N56 W17000 Ridgewood Dr. Menomonee Falls, WI 53051 Andrew L. Kirby Consulting Engineer 29653 Quail Run Dr. Agoura Hills, CA 91301 Ph. (818)735 -0719 Fax (818)735 -0355 This Document and the design it contains is copyright by Andrew L. Kirby, PE. It is provided as an instrument of service, and shall not be reproduced in any fashion without prior written permission. Notice to Building Departments I f this calculation is submitted for building permit approval, it shall contain all sheets of calculations as listed in the table of contents on the next page(s), and shall be accompanied by all drawings listed in Section 1. AU documents shall bear appropriate seals and signatures in ink of a contrasting color with the same Job Number Reference. [REPRODUCTIONS OF SIGNED COPIES ARE INVALID' SEE OUR TRANS ?;`ITTAL FOB INST :frTiO° ` P'D REi'.ii';RP' a. F URNISH AS SUBMITTED ❑ REVISE A,' D F �SUEM T FURNISH AS CORRECTED ❑ FURTHER AFFROVALS flEOLIIr,ED SHOP D7,W.::NC:12 HAVE SEEN F._. WET FOR COf,'=TR` ITY G•` iTH THE DES; ON RE U :r` ME ifS AS .HO., ON THE ETSJ. UHTL D i ;1 G "Sii VS. � QUANTITY AND AG;',P1AiKE-IOF" IEMAIER:ALARE THE RESFONS! 3ILIT Or 7: - IE F! R ,.0,ATCE. BY Kohl's Store Fixtures Location: 17200 Southcenter Pkwy. Tukwila, WA 98188 Prepared By: Andrew L. Kirby, P.E. Job Number 0977 June 11, 2007 P Doi - Z3Z REVIEWED ECR CODE COMPLIANCE JUL - 3 2007 ; 2:,37 (EXPIRES (0/1(.1k• ( RECEIVED JUN-2 5 2007 PERMIT CENTER Project: Kohl's June 11, 2007 Andrew L. Kirby, PE CONSULTING ENGINEER Table of Contents 1 Reference Data 1 1.1 Documents 1 1.1.1 Drawings 1 1.1.1.1 By Andrew L. Kirby 1 1.1.1.2 By Others 1 1.2 Loads 1 1.2.1 Vertical (Dead plus Live) 1 1.2.1.1 Two Level Selective Racks 1 1.2.1.1.1 Impact Loads of Machine Loaded (Pallet /Selective) Racks 1 1.2.1.2 Tab Shelving 1 1.2.1.3 Bar Bulk -Hang Wall Mounted Units 1 1.2.1.4 Metzgar Slider Bed Belt Conveyor 1 1.2.2 Seismic 2 1.2.2.1 Selective Racks 2 1.2.2.1.1 IBC "Seismic Design Category D" 2 1.2.2.1.1.1 General (Section 1617.4.1) 2 1.2.2.2 Tab Shelving 3 1.2.2.2.1 Supported On Slab -on -Grade 3 1.2.2.2.1.1 IBC "Seismic Design Category D" 3 1.2.2.2.1.1.1 General (Section 1617.4.1) 3 1.2.2.2.2 Supported On Elevated Floor 3 1.2.2.2.2.1 IBC "Seismic Design Category D" 3 1.2.2.2.2.1.1 General (IBC 1621.1.3) 4 1.2.2.3 Bar Bulk -Hang Wall Mounted Units 4 1.2.2.3.1 IBC "Seismic Design Category D" 4 1.2.2.3.1.1 General (IBC 1621.1.3) 4 2 "Teilhaber" Two Level Selective Racks 5 2.1 Check Beams 5 2.1.1 Design Criteria 5 2.1.2 OB -3.5 (16 Ga.) < 96" Spans < 1.5k/Pair 6 2.1.2.1 Design Forces 6 2.1.2.2 Beam Properties 6 2.2 Check Posts (Dead plus Live Loads) 6 2.2.1 Load to Post (a critical section) 6 2.3 Post Properties (net section) 6 2.4 Longitudinal Seismic 6 2.4.1 Base Shear 6 2.4.2 Base Shear Distribution 7 2.4.3 Design Forces 7 2.4.4 Post - Combined Stresses 8 2.4.5 Beam Connections 8 2.4.5.1 Design Forces 8 2.4.5.2 Connection Capacity 8 2.4.6 Base Plates 8 2.5 Transverse Seismic 9 2.5.1 Base Shear 9 2.5.2 Design Forces 9 2.5.2.1 Stability 10 2.5.2.2 Braces 10 2.5.2.2.1 Design Force 10 2.5.2.2.2 Brace Capacity 10 3 "MEG" Tab Shelving 10 3.1 Components and Geometry 11 Copyright o by Andrew L. Kirby, PE. Provided as an instrument of service. Copying by written permission only. Job No. 0977 Sheet ii Project: Kohl's June 11, 2007 Andrew L. Kirby, PE CONSULTING ENGINEER 3.2 Check Shelf 11 3.3 Check Posts (@ critical section) 11 3.3.1 Dead plus Live Loads 11 3.3.1.1 Storage 12 3.3.1.2 Total 12 3.3.2 Post Properties & Capacities (net section) 12 3.4 Transverse Seismic 12 3.4.1 Dynamic Amplification Factor 12 3.4.2 Dynamic Effect on System supported on Elevated Level 13 3.4.3 Base Shear 13 3.4.4 Design Forces 13 3.4.5 Post - Combined Stresses 13 3.4.6 Check Spreader Connections 13 3.4.6.1 Design Forces 13 3.4.6.2 Connection Capacity 14 3.5 Longitudinal Seismic 14 3.5.1 Dynamic Amplification Factor 14 3.5.2 Dynamic Effect on System supported on Elevated Level 14 3.5.3 Single Rows (X- Braced) 15 3.5.3.1 Base Shear 15 3.5.3.2 Check Bracing 15 3.5.4 Back -to -Back Rows (Solid Panels: Optional) 15 3.5.4.1 Base Shear 15 3.5.4.2 Check Bracing 16 3.5.5 Back -to -Back Rows ((X- Braced) 16 3.5.5.1 Base Shear 16 3.5.5.2 Check Bracing 16 3.6 Transverse Overturning Design Check 16 3.6.1 Base Shear 16 3.6.2 Design Forces 17 3.6.2.1 Stability 17 3.6.2.2 Anchorage Requirements 17 4 Mobile Carriages 17 4.1 Transverse Overturning Design Check 18 4.1.1 Seismic Weight 18 4.1.2 Base Shear 1 8 4.1.3 Check Anchorage Requirements 18 5 Bar Bulk -Hang Wall Mounted Units 18 6 Floor Supported Display Store Fixtures 19 7 "Metzgar" Slider -Bed Belt Conveyor 19 7.1 Seismic Weight 19 7.2 Base Shear 19 7.3 Check Anchorage Requirements 19 Copyright ° by Andrew L. Kirby, PE. Provided as an instrument of service. Copying by written permission only. Job No. 0977 Sheet iii Drawing Number Sheet Rev Remarks TI -1 - - Store Fixture Layout Plan TI -2 - - Store Fixture Details SSP - 1 Shelving Profile Details Drawing Number Sheet Rev Remarks D- 2004 -42.5 1 of 1 A Slider Bed Belt Conveyor Project: Kohl's June 11, 2007 1.1 Documents 1.1.1 Drawings 1.1.1.1 By Andrew L. Kirby Sheets KD - 02, MS - 01 & TH - 02 1.2 Loads 1.1.1.2 By Others Kohl's Department Stores, Inc. Andrew L. Kirby, PE CONSULTING ENGINEER Metzgar Conveyor Company Material Handling MFG'S. 1.2.1 Vertical (Dead plus Live) 1.2.1.1 Two Level Selective Racks Max. Permissible Load /Level < 1.5 kips 1.2.1.1.1 Impact Loads of Machine Loaded (Pallet /Selective) Racks Note: All units are hand stacked. No code prescribed impact forces are required. 1.2.1.2 Tab Shelving Hand Stacked Merchandise only. Storage Density < 5 pcf. Max. permissible load /shelf < 120 lbs. Max. permissible load/Bay < 400 lbs. 1.2.1.3 Bar Bulk - Hang Wall Mounted Units Hand Stacked Merchandise only. Storage Density < 2 pcf. Max. permissible load per Unit < 200 lbs. 1.2.1.4 Metzgar Slider Bed Belt Conveyor DL < 40 plf LL <10plf Copyright ° by Andrew L. Kirby, PE. Provided as an instrument of service. Copying by written permission only. Job No. 0977 Sheet 1 1 Reference Data This calculation reviews the installation of storage racks for structural adequacy. The sealing of draw- ings is for the structural review of the storage racks only. Other information is not reviewed, nor approved. Project: Kohl's June 11, 2007 1.2.2 Seismic Note: Conservatively, this design is checked to IBC "Seismic Design Category D, Near Fault" lateral force requirements regardless of geographical location. 1.2.2.1 Selective Racks 1.2.2.1.1 IBC "Seismic Design Category D" 1.2.2.1.1.1 General (Section 1617.4.1) < V SRT EW <SRI E 0.14S Ds' EW .1/ Revised formulation with RMI substitutions: per 1622.3.4 1.2S I E SDSI E 0.14S <_ V — R7.(2 /3) 14/ S R W Note: RMI specification results in a more stringent base shear requirement since: C 1.2 1 ( i ) 1 orT > 0.58 sec . T (213)) T Given: For working stress designs: per 1605.3.2 Requiv. = (6.0)(1.4) = 8.4 Longitudinal SDS= (2 /3)SMS (4.0)(1.4) =5.6 Transverse SDI. = (2/3)SM1 SMS =F SM1= F 1 For default soils: F =1.0; S <2.15 F =1.5; S1<0.70 Here, for IE =1.0 (non - essential facility nor open to the general public, Back Room Shelving Only) Substitution yields: Andrew L. Kirby, PE CONSULTING ENGINEER 0.143147 .1/ _ 0.100 W <_0.171W lon T (2/3) 0.143W — 0.1 3 W5 0.256W tr ans .T. (2/3) T may be determined by any rational method. Copyright ° by Andrew L. Kirby, PE. Provided as an instrument of service. Copying by written permission only. Job No. 0977 Sheet 2 Note: R values per RMI Specification, Section 2.7.3 T= Structure Period (sec.) W = Rack +(2 /3)Contents per 1622.3.4.2 1/4" 0 BOLT ITYP.) IN -TRACK ANTI TIP 1/4" 0 FASTENERS (� MAX. 30' 0/C ITYP.) perr ra's' °' TRACK DETAILS •\___ CODE.- COMPLIANCE ' PPII.V1 ED ____ �� l� �('ila Citv MOBILE CARRIAGE DETAILS (REF.: ELEVATIONS H -J, KOHL'S DRAWING SHEET SS -P) EXPRESS RACK SHELVING UNIT (TYP.) CARRIAGE ASSEMBLY MIN. 516" LONG BUMBERS ATTACHED BETWEEN CARTS (MIN. 2 PER UNIT) #10 SDS ITYP.) MINN'," 0 CONCRETE FASTENER (d MAX. 36' o/c ITYP.) w /MIN. 2" NET EMBEDMENT MIN. 142" LONG IMPACT BUMPERS @ ENDS OF EACH TRACK (TYP.) TYP. MOBILE CARRIAGE ASSEMBLY )EXPIRES 6/(-0 r 96" MAX. FRONT 1 "TEILHABER" SELECTIVE RACKS (REF.: ELEVATIONS P & P2, KOHL'S DRAWING SHEET SS -P) PERMISSIBLE LOADS; MAX. LOAD /SHELF 5 1500 LBS MAX. LOAD/UNIT 3000 LBS ANDRE CONSU 2965 AG PH DRAW COP YIN WET SIG BUILDIN MUST HT. NLY. S ONLY ARE VA i FOR ERMIT APPLICATION. DRAWING SIGNED ACROSS THIS BLOCK. BA DRAWN CHECKED APPROVED ALK 48" ITYP.) F.. 1 >- CO a >- s SIDE RACK COMPONENTS; (REF.: "KIRBY" DRAWING SHEET TH -02) @EAO: MIN. QB -3.5 (16 Ga.) w /STD. 3 —PIN CONNECTORS POSTS: MIN. QLF -14 w /SEISMIC BASE PLATES ANCHORAGE CONCRETE SLAB: MIN. (1) No. 1/2" 0 FASTENER W /MIN. 3 -1/2" NET EMBEDMENT • X 0 48" MAX. i MIN e l I MP CO FRONT (TYP.) SIDE "MEG" TAB SHELVING (REF.: ELEVATIONS A -G, K -N & R -U, KOHL'S DRAWING SHEET SS -P) TAB SHELVING COMPONENTS; (REF.: "KIRBY" DRAWING SHEET MS -01) ANCHORAGE CONCRETE SLAB: MIN. (1) No. 1/4" 0 FASTENER W /MIN. 2" NET EMBEDMENT PERMISSIBLE LOADS; MAX. LOAD /SHELF s 120 LBS MAX. LOAD/UNIT 400 LBS KOHL'S: STORE #11152 06 -11 -07 17200 SOUTHCENTER PKWY. TUKWILA, WA 98188 MEG SHELVING w /MOBILE CARRIAGE PLUS TMC SELECTIVE RACK INSTALLATION DRAWING TOP STRINGER INTERMEDIATE STRINGERS BTM. STRINGER GENERAL NO1ES i i Il Ti .3 _' r fi 3 AND RACK INSTTALLATION SEE ENGINEER EER AP ROVED - FIX LAYOUT PLANS, 'KOHL'S' DRAWING SHEETS 11 -1, 11 -2 �L l )1 s , ' 6 . 11\Trrnj•,gc,SSP_ (SAME JOB NUMBER), FOR LOCATION WITHIN STORE PLUS 1 0 R _�..�,•;p.1 ; ' GEOMETRY, AND OTHER SIM SPECIFIC INFORMATION. SEE KIRBY" C FU; - �R Is'' `' ' - ,. ; \ - 1 , 6 DRAWING SHEETS MS -01 & 1H -02 FOR FIXTURE COMPONENT 7 0 : r • , ` DETAILS.. - Tt1t 2 ARRANGEMENT ,:' Fj ' A UNIT MAY HAVE ANY NUMBER OF SHELF OR BEAM LEVELS , ._ ii /47 " �.. 1 "' \5 '` - ,_ / /�, PRONDED -THO PERMISSIBLE LOADS PER BAY AND MAXIMUM .rFay . .rf1�J / �- .._,PERMISSIBIE BEAM /SHELF SPACINGS ARE NOT EXCEEDED. 1 a2 JUN 1 RECE •JUN2,;f. PERMIT C ISSUE DATE: JUNE 11, 2007 JOB # 0977 DRAWING # KD -01 2 X07- 232 2007 VED 2007 ENTER 1 W D 1 A S r / ‘ C -POST % 1.50 18 Ga. 0.10 p 0.31 % J % .. r p O O , , C) s' r R. % , Q % TYPE W D t A S r ` r ‘ C -POST 0.75 1.50 18 Ga. 0.10 0.03 0.31 0.54, 18 GA. POST (TYP.) MIN. #10 PFH SDS (TYP.) 22 GA. METAL STRINGER (TYP.) SPREADER CONNECTION DETAIL NOTE: 120" TALL UPRIGHT PANEL SPREADER SPACINGS: 106', 1018', 2024" & 10448" GENERAL NOTES 1. This drawing shows standard details of the shelving product line only. See engineer approved Installation drawings (same Job number) for components used, special details, arrangement, and site specific Information. 2. The installation drawings govern over this drawing. 3. MATERIAL Steel - ASTM A653 Grade 50 All Bolts & Screws- Min. ASTM A307 4. Expansion Anchors shall be ICBO approved types. e.g. Hiltl Kwik Bolt III (ESR #1385, RR #25577) ITW Ramset /Red Head (ESR 1372, RR #2748) Powers /Rawl Power Bolt (ESR #1532, RR #24960) Wedge Bolt (ESR #1678, RR #25415) Embedment shall be minimum 6x Bolt Diameter. Other similar anchors may be used if ICBO approved. Shot -Pins: All shall be ICBO Approved Types including Hilti (ESR 2388, RR #02582), Powers (ESR 5333, RR #25304). Other manufacturers with ICBO evaluation reports are also approved to be used for installation via this note. Anchor sizes, and embedments shown on the Installation drawing govern over the sizes shown on this drawing. Special Inspections are not required unless noted on the installation drawings. 5. Back -to -Back Units may be anchored using the pattern shown in Detail 16, provided both conditions below are satisfied: 1) there is a shelf within 4" of the floor slab 2) the rear posts are screwed together w /min. #10 STS 0 max. 36' o.c. 6. Unless noted otherwise on the installation drawings, the allowable soil bearing value is 0.5 KSF. I II OPTION "A" io I I I _, lo, ANCHORAGE DETAILS SECTION TYP. METAL SHELF CONFIGURATION NOTE: PERFORATED SHELVES OPTIONAL ON ALL MOBILE CARRIAGE CONFIGURATIONS I Q I I OPTION "B" I 16 GA. BENT PLATE FOR OPTION 'A' ONLY, ATTACH TO FRONT OF UPRIGHT w/MIN. #10x 3/4' PEN SDS ANCHORAGE MIN. (1) NO. 1/4' DIAM. EXPANSION FASTENER w/MIN. 1 -1/2" NET EMBEDMENT OR 9/64' SHOT -PIN TO SLAB w/MIN. 1 -1/4" EMBEDMENT BASE PLATE /ANCHORAGE DETAILS CIE 31E CIE COMMON REAR BRACE (TYP.) BACK -TO -BACK UNITS ONLY (SEE NOTE 15) ALL SINGLE ROWS ARE ANCHORED FRONT & REAR CIE 0 a: >- I -. .11■—\ C \�C \ i PERMISSIBLE MULTIPLE BAY BRACING CONFIGURATIONS r z SOUD PANELS (OPTIONAL) COLUMN DETAILS PROPERTIES: NET SECTION- UNITS: INCHES UNO 2 //// / Z / / / Z/ // // //�// ///// // / / / / / // REAR BRACING DETAILS d SECTION SINGLE & BACK- TO- BACK WS X- BRACING 3/4 "x14 GA. BRACE 0 MIN. EACH ALTERNATE BAY w MIN. 10x3/4" PFH SDS, (4) REQ'D PER X -BRACE O1.1D PANELS (OPTIONAL) MIN. 26 Ga. PANEL 0 EACH BAY w /MIN. #10x3/4" PFH SDS WITHIN 6" OF EACH PANEL CORNER TYP.) 1: ANDREW KIRBY, PE DATE CONSULT \ ENGI EER 06 -11 -07 ALK 29653 DRAWN AGOU PH. 8 CHECKED FA • tom. DRAWING A WET SIGNED OPIES ONL ARE VA COPYING BY ITTENP� • S IB ONLY. APPROVED OR BUILDING P' MIT APPLICA N. DRAW G MUST BE SIGNED ACROSS THIS BLOCK. WIDTH PER PLAN D PTH PER PLAN OnVoill 1'1 RECERia JUN2 2007 PERMIT MITE], � r.�.i FRONT SIDE O a 0 ° TYPICAL SHELVING ELEVATIONS -- _.. SEE INSTALLA11ON DRAWNGS FOR SITE SPECIFIC - 3 251 INFORMATION. -� �U HANG ROD OPEN UPRIGHT ASSEMBLY TYPICAL SHELVING UNIT SHELF (TYP.) DIVIDER (OPTIONAL) BASE FRONT CROSS BRACE OWN SOLID PANELS OPTIONAL): SEE DETAIL #4 KOHL'S: STORE #11152 17200 SOUTHCENTER PKWY. TUKWILA, WA 98188 MEG (MERCHANDISE EQUIPMENT GROUP) TAB SHELVING, STANDARD DETAILS CLOSED UPRIGHT ASSEMBLY (OPTIONAL) SEE DETAIL #4, SIMILAR ISSUE DATE: JUNE 11, 2007 JOB # 0977 DRAWING # JUN 1 MS -0 J 37 I TYPE D B d . t Sx ■ Ix QB -3 3.00 2.63 1.63 14 Ga. 0.54 0.88 08-3.5 3.50 2.63 1.63 16 Ga. 0.59 1.11 QB -3.5 3.50 2.63 1.63 14 Ga. 0.68 1.27 QB -4 4.00 2.63 1.63 14 Ga. 0.84 1.77 QB -4.5 4.50 2.63 1.63 14 Ga. 1.01 2.38 QB -5 5.00 2.63 1.63 14 Ga. 1.19 3.11 QB -5.5 5.50 2.63 1.63 14 Ga. 1.39 3.96 QB -6 6.00 2.63 1.63 14 Ga. 1.60 4.95 ' TYPE W D t As Sx rx , ry QLF -14 3.00 1.63 0.058 0.36 0.33 1.11 0.62 QLF -18 3.00 1.63 0.068 0.41 0.37 1.10 0.62 QHF -21 3.00 3.00 0.058 0.52 0.56 1.22 1.10 QHF -26 3.00 3.00 0.068 0.60 0.64 1.22 1.09 QHF -34 3.00 3.00 0.083 0.72 0.76 1.21 1.08 ` QHF -40 3.00 3.00 0.100 0.84 0.89 1.21 1.07, POST TYPE C e ` ALL 1.50 1.63 , BRACE DETAIL t =14 Ga. (Typ.) CONN. DETAIL GENERAL NOTES FULL LENGTH ITYP.) 1. This drawing shows standard details of the rack product line only. See engineer approved installation drawings (same Job number) for components used, special details, arrangement, and site specific information. Fabrication by Teiihaber Manufacturing Corp. 8 (a City of Los Angeles Certified Fabricator, 11 9 2. The installation drawings govern over this drawing. 3. MATERIAL Steel - ASTM A570 Grade 55 (60 for Beams) All Plate Sections: ASTM A36 Welding Electrodes - AWS E70 -XX (all welds single pass fillet welds designed at 50X stress levels) 4. Expansion Anchors shall be ICBO approved types. e.g. Hilti Kwlk Bolt III (ESR #1385, RR #25577) ITW Ramset /Red Head (ESR #1372, RR #2748) Powers/Rawl Power Bolt (ESR 11532, RR #24960) Wedge Bolt (ESR #1678, RR #25415) Embedment shall be minimum 7x Bolt Diameter. Other similar anchors may be used if ICBO approved. The anchor types, sizes, and embedments shown on the installation drawing govern over the sizes shown on this drawing. Special inspections are not required unless noted on the installation drawings. 5. Unless noted otherwise on the installation drawings, the allowable soil bearing value is 1.0 KSF. " BEAMS PROPERTIES:- UNITS: INCHES UNO , II SELECTIVE RACK BEAM SUMMARY: QB -3.5 (16 GA.) s 99" BAYS S 1,500 LBS /LEVEL RIVET PATTERN *3 RIVET CONNECTION TYP. UNO 4 RIVET CONNECTION (OPTIONAL) STD. BEAM -END WELDS NOTE: ALL WELDS 1/8" UNO UPRIGHT SUMMARY: SELECTIVE RACK STORAGE: ALL QLF -14 (3x1 -5/8x 16 Ga.) 96" UPRIGHT PANEL SPACINGS: 10952" & 1 024" COLUMNS c i W " PROPERiES:- NET SECTION - UNITS: NOES UNO BEAM - COLUMN CONN. ALL CONNECTORS: 7/16' (NOM.) ASTM A502 -3 RIVETS r . ANDRE L. KIRBY, PE CONSU � ► . `e EER f 2965 AGi PH , DRAWING A ' D D IG ` ' ' .. RIGHT. COPYING B W TTEN PERMISS ' I NLY. WET SIGN ;, CO - 'NLY ARE VAL • FOR BUILDING • ERMIT APPLICATION. DRAWING MUST BE SIGNED ACROSS THIS BLOCK. C" (PER DETAIL 3) r POST0 BEAM O2 3/16" END-PLATE BEAM CONNECTOR (TYP.) " END JUN 2.S 2007 DATE 06 -11 -07 DRAWN CHECKED APPROVED ALK TYPICAL ELEVATIONS SEE INSTALLATION DRAWINGS FOR SITE SPECIFIC INFORMATION NOMENCLATURE: Uprights QHF- XX- YY -ZZZ (Options) XX =Post Model Number YY= Upright Depth (inches) ZZZ= Upright Height (inches) Options = Special footplates, etc. 3/4" (TYP.) ---►{ FRONT BASE PLATES PERMIT CENTER COMMON SIZES ONLY SEE INSTALLATION *INDICATES COMPONENTS USED ON THIS PROJECT 7" (TYP.) * SEISMIC w /MIN. (1) No. 1/2" ANCHORS /POST w /MIN. 3 -1/2" NET EMBEDMENT; t =3/8"i SIDE DRAWING FOR CUSTOM SIZES AND ANCHORAGE REVII -MED CODE COMPL /P R rr Beams QB- XX -WWW (Options) J U L - 3 2[ XX =Beam Model Number WWW =Beam Length ( inches) Options = Special end onnector kids tt5 T BUILDING IV DRAWING # JW.1 1 ISSUE DATE: JUNE 11, 2007 JOB # 0977 KOHL'S: STORE #11152 17200 SOUTHCENTER PKWY. TUKWILA, WA 98188 TEILHABER MANUFACTURING CORPORATION T H - 0 2 PALLET RACK, STANDARD DETAILS 07 ?007 III T III O-1 R M.E. od w PAM= ♦ ..A. 27 - 35 24 �� 30 1/2 * NOT TO SCALE "A -A" SECTION -a MOTOR STARTER WIRING SCHEMATIC wwsa"a P ■C nom a wwrwil - ONA.r.N01 — RR n KILT At 1.1.01, 377 NOMINAL MFR. ALLEN BRADLEY 104- C09D22 ALLEN BRADLM 140 -MN -0400 ALLEN BRADLEY 140 -A10 ALIEN BRADt.Y 194E- A251753 ALLEN BRADLEY 194L- HE6N1751 MIEN BRADLEY 194L -G2853 ALLEN BRAIXEY 800S -3SC MICRON B050MBT13XK ALLEN BRADLEY 1492C82H005 ALLEN BRADLEY 1492CB1H005 HOFFMAN A1412CH HOFFMAN A14P12 At4C.Hfli?OC'E REQUIREMENTS' ELECTRICAL COMPONENTS UST PART PG AU Expansion Anchors shall be ICBO approved types. e.g. Hilt! Kwik Bolt III (ESR #1385, RR #25577) ITW Ramset /Red Head CESR #1372, RR #2748) Powers /Rawl Power Bolt CESR #1532, RR #24960) Wedge Bolt CESR #1678, RR #25415) Embedment shall be minimum 7x Bolt Diameter. Other similar anchors may be used If ICBO approved. 437 NOMINAL DESCRIPTION REVERSING MOTOR STARTER MAN. START /PROTECTOR N.O. AUX CONTACTS DISCONNECT SWITCH SWITCH OPERATOR SHAFT EXTENSIONS CONTROL STATION (UP /DOWN /STOP) CONTROL TRANSFORMER (or equiv.) CIRCUIT BREAKER 2 POLE CIRCUIT BREAKER 1 POLE ENCLOSURE SUB PANEL OTT 1 1 1 1 1 3 2 1 1 1 1 1 FLOOR LINE REW ANb AP EO JUN 11 2007 Andrew L, Kirby, PE Ph. 818 -735 -0719 'POP -OUT' Rl1I I FR I ANYARD DETAIL TAO (2) REO'0. BRACKETS TO BE MOUNTED 'TOES M' RADIUS AU. SHARP EDGES It CORNERS GO ITEM P4 2 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 I EXPIRES 0/1 Jo\o 0117 DRAVING NO. S7011 -1 57011 -1 LEESON DODGE T1GEAR 52100 S2100 D2004 -2 C7069 C7069 C7069 C7069 C7069 REMOVE AU. BURRS AND SHARP CORNERS DO NOT SCALE DRAWING UM.cf2 MOW= RIMCWIi ALL fRACTImML DIM. CARRY TO.[RENCC Of OR - 1/3e M All OCCDLS INN. ARC d - .015 Arm oda= • rat - r FINISH: METZGAR BLUE PART N6 #110048 23Q30R56 DRIVER DRIVEN ITEM 1 ITEM 1 ITEM 5 ITEM 2 ITEM 4 ITEM 3 BY CHK. APP. 1 1 ETZGAR CONVEYOR CO. ATERIAL HANDLING MFG3. 2E 2D 2E X 2E R. BOYD All INVENTIONS, DESIGNS. TRADEMARKS, TRADE NAMES AND COPYRIGHTS DISCLOSED. ARE THE PROPERTY OF METZGAR CONVEYOR CO. MATERIAL UST DESCRIPTION 1 -SWS -248 X 80' LG. SKATEWHEEL CONY. #701 -3024 X 7' -6" LG. SLIDER BED #701 -3024 X 10' -0 LG. SUDER BED #701 -EP- 3024 -419 END ASSEMBLY #709 -C- 3024 -1 CENTER DRIVE ASS'Y. 1 HP, TEFC, 3 PHASE, 56C MOTOR 30:1.56C WITH #23 RISER BLOCK, #23 BASE #H60 B 13T X 1 1/8' F.B. SPROCKET #H60 8 29T X 1 7/16' F.B. SPROCKET NO. 9 PLASTIC CHAIN GUARD "POP -OUT" ROLLER LANYARD 2" CHANNEL GUARD RAIL 7' -6" LG. 2" CHANNEL GUARD RAIL 10' -0" LG. #C700 -24 -2539 FLOOR SUPPORT #HD -30 -2028 FLOOR SUPPORT #HD -30 -2735 FLOOR SUPPORT #HD -30 -5680 FLOOR SUPPORT #HD -30 -79103 FLOOR SUPPORT 24- W. X 61' -0 LG. WEDGE -GRIP BELT BLACK. ENDS SQUARED & LACED #C2030 DIAGONAL BRACE & ANGLE BRKT. #C2030 DBLE. DIA. BRACE & ANGLE BRKT. #701 -30 BOTTOM PAN, 60' L.G. #701 -30 DRIVE FRONT COVER #701 -30 DRIVE BOTTOM COVER #701 -30 DRIVE CORNER COVER #701 -30 DRIVE BACK COVER #701 -30 DRIVE MOTOR COVER 5/16 " -18 X 1" LG. H.H.C.S. 5/16" FLAT WASHER 5/16" SPLIT LOCK WASHER 5/16 " -18 T1NNERMAN NUT JUN '5 2007 PERMIT CENTb I- 0 w w 2 Q IV NI LLJ DATE 01/13/04 SCALE NONE DRAWING TITLE 907 METZGAR CT. N.W. COMSTOCK PARK, MICHIGAN 49321 CRAVING NO. D2004 -27.5 SHEET, OF, at? 2 1 2 2 1 2 1 PR. 2 PR. 4 1 4 PR. 2 PR. 4 1 2 1 1 A/R A/R A/R A/R JUN 1 2 007 GENERAL NOTES' 1. All Upright Support Post to be C 3x1 -1 /2x 10 Go w /min. 6x2 x7 Ga. foot plates. 2. MATERIAL SPECIFICATIONS Steel - ASTM A570 Grade 50 All Plate Sections' ASTM A36. 3. All posts to be anchored to the existing floor slab using min. CI) No. 3/8' diem. fastener w /min, net embedment of 2 -1/2 Inches. A ENSED AND UPDATED PROM CRAVING MS- 03- 097!01/13/04 #701 —C- 3024- 27.5 -1 INCLINED SLIDER BED BELT CONVEYOR TRIAD / KOHL'S STORES JON B REV A Project: Kohl's June 11, 2007 SMS = F SM1 =F Substitution yields: Andrew L. Kirby, PE CONSULTING ENGINEER 1.2.2.2 Tab Shelving 1.2.2.2.1 Supported On Slab -on -Grade 1.2.2.2.1.1 IBC "Seismic Design Category D" 1.2.2.2.1.1.1 General (Section 1617.4.1) 0.14S E W <_ v- S RT EW < < SRI E Revised formulation with RMI substitutions: per 1622.3.4 W<V— 1 RT 2� S <S R IEW 0.14S Note: RMI specification results in a more stringent base shear requirement since: (T';)�( >0.58sec. Given: For working stress designs: per 1605.3.2 2/3 S Requii • = (6.0)(1.4) =8.4 Transverse (moment S DS = ( ) MS Frame) SD1= (2 /3)SM1 (4.0)(1.4) =5.6 Longitudinal (Braced) For default soils: T= Structure Period (sec.) F =1.0; S <2.15 W= Rack +(2 /3)Contents per 1622.3.4.2 F =1.5; Si <0.70 Here, for IE =1.0 (non - essential facility nor open to the general public, Back Room Shelving Only) 0.143W< — — O.100 < Trans .T. (2/3) 0.143W <— V — 0.150 coRg T(213) 14/50.25614/ T may be determined by any rational method. 1.2.2.2.2 Supported On Elevated Floor 1.2.2.2.2.1 IBC "Seismic Design Category D" Copyright © by Andrew L. Kirby, PE. Provided as an instrument of service. Copying by written permission only. Job No. 0977 Sheet 3 Note: R values per RMI Specification, Section 2.7.3 Project: Kohl's June 11, 2007 1.2.2.2.2.1.1 General (IBC 1621.1.3) 0.4aRSoSIP(1 +2h1 <_ 1.6So5IPWP Where: SDS = (2 /3)SMS SMS =F 0.3S <F P For default soils: F =1.0; S <2.15 a =Component Amplification Factor per ASCE -7, Table 9.6.3.2 R values per 1622.3.4 RD = 6.0 Transverse (moment Frame) Direction R = 4.0 Longitudinal (Braced) Direc- ti I =1 Substitution yields: Where: SDS = (2 /3)SMS SMS =F For default soils: F =1.0; S Per per ASCE -7, Table 9.6.3.2 a = 1.0 R =2 I =1 Andrew L. Kirby, PE CONSULTING ENGINEER Note: For working stress designs: Seismic forces may be reduced by 1.4 per IBC 1605.3.2 W = Rack +(2 /3)Contents per 1622.3.4.2 0.307W < = O. � IaP( 1 +2h I W P <1 _ .638W P J 1.2.2.3 Bar Bulk -Hang Wall Mounted Units 1.2.2.3.1 IBC "Seismic Design Category D" 1.2.2.3.1.1 General (IBC 1621.1.3) 0.3S ps i W <F = 0.4a � SoSIP( 1 +2 <_ 1.6S P II \` l Note: For working stress designs: Seismic forces may be reduced by 1.4 per IBC 1605.3.2 Copyright ° by Andrew L. Kirby, PE. Provided as an instrument of service. Copying by written permission only. Job No. 0977 Sheet 4 Type of Beam Strength Criteria Stiffness Criteria Handstaelzed Only , zt...ilib.,, _ _ ( 3.8 L LeeelW Ba L Level Conservatively m1° Imp *" (2x8)(0.60F 0.6 Where: bmax — 2x384 E I 180 ignore end connec- L= Load /Level Substitution Yields; tion fixity for W =Bay Width strength I pact = Impact Load Factor per 0.89 L L W say computations. Section 1.2.2 / min = E Allow 20% end connection fixity for stiffness only. Substitution yields; , LevelW Bay Allow L /180 total deflection. S min = (I Impact) 9.6 Project: Kohl's June 11, 2007 2.1 Check Beams Substitution yields: 11 0.307W F 0.164(1 +2h)W 1.638W 2 "Teilhaber" Two Level Selective Racks Ref: Elevation Types P & P2, Kohl's Drawing Sheet SSP. W" 48" 1 1 `v N Cu U S TYP. ELEVATI ❑N W = 72 -96" a =max. 48" b= max. 48" Beam Types: ALL OB -3.5 (16 Ga.) < 96" Spans Base Plates: ALL Seismic [min. 7x5x 3/8" w /min. (1) No. 'h" diam. fastener w /min. 3 -1/2" net embedment] 2.1.1 Design Criteria Andrew L. Kirby, PE CONSULTING ENGINEER TYP. SECTION D" TYP. FRAME H=max. 96" D =48" l =max. 52" ld = max. 64" Upright Type: ALL min. OLF -14 (3.0x1.63x 16 Ga.) Bracing: Horz. & Diag.: C 1- 1/2x1 -5/8x 14Ga. Copyright ® by Andrew L. Kirby, PE. Provided as an instrument of service. Copying by written permission only. Job No. 0977 Sheet 5 Project: Kohl's June 11, 2007 2.1.2 QB -3.5 (16 Ga.)_ <96" Spans <1.51c/Pair 2.1.2.1 Design Forces LLavatW Bay M5(1.0) (2)( =9.0 inch kips 2.1.2.2 Beam Properties x.88' (Typ.; 2.2 Check Posts (Dead plus Live Loads) 2.2.1 Load to Post (@ critical section) P of levels)(LLQVat) 2 =1.5 kips 2.3 Post Properties (net section) QLF -14 (F =55 ksi) W =3.00 in D=1.63 in t =0.058 in t Andrew L. Kirby, PE CONSULTING ENGINEER A =0.36 in S =0.33 in r =1.11 in S =0.17 in r =0.62 in Q=0.92 M S min 0.60F =0.25 in 0.89 L Lava t W say Imin 5 =0.42 in QB -3.5 (16 Ga.) D =3.50 in B =2.63 in d =1.63 in t =0.060 in S =0.59 in I =1.11 in 1 /r =max. 84 �a/r =max. 43 F =18.3 ksi Pa =6.6k n r =10.5 k 7.4 Longitudinal Seismic 2.4,1 Base Shear Determine Period - Rayleigh Method - Derivation supplied upon request. O.K. Copyright ° by Andrew L. Kirby, PE. Provided as an instrument of service. Copying by written permission only. Job No. 0977 Sheet 6 Level hi Wi wihi W,h, E Vi OTM =Vihi OTM CHECK V ' EW,h, 1 48 1.50 72.00 0.333 1.000 16.000 48.000 2 96 1.50 144.00 0.667 0.667 64.000 32.000 F 144 3.00 216.00 1.000 80.000 80.000 Project: Kohl's June 11, 2007 11/2 7'> t ( \ `2 6EI + K e ) (2n2 +2n+ 1) Where: G = Gravitational acceleration W = (2 /3)xLoad per level 1 = Spacing between levels E = Young's Modulus I = Moment of inertia of post Kp = Connector stiffness n = Number of levels T> 1 l2 14 W 174,0001 K Substituting yields: T> 0.5 sec Thus: 2.4.3 Design Forces P< 1.5k; V < (0.17)[(2/3)(1.5)]=0.17k M< Max of [Va- (3.0)P] & Va/2 < [(0.17)(48)- (3.0)(1.5)] or (0.17x48/2) =4.1 inch kips Andrew L. Kirby, PE CONSULTING ENGINEER For units = kips inches, seconds G = 386 in/secc E = 29,000 kips /in The equation reduces to: 1 + (20+2 1) e The column stiffness component may be conservatively ignored reducing the formula to: 2 1/2 T? 1 6 c Ke (2n2 +2n+ 1) For this configuration W =1.0 kips /Level 1 =48 inches Kp =600 (300 inch kips per radian per connector) Conservatively, use Code Default value of V <0.17W 2.4.2 Base Shear Distribution Base shear coefficient =1.000 SEISMIC LOAD DISTRIBUTION )1/2 Job No. 0977 Sheet 7 (nominal fixity due to width of base plate) Copyright o by Andrew L. Kirby, PE. Provided as an instrument of service. Copying by written permission only. Project: Kohl's June 11, 2007 2.4.4 Post - Combined Stresses 2.4.5 Beam Connections 2.4.5.1 Design Forces Mconn < 3.4 "k (see below) In general for a given level: 2.4.6 Base Plates 2.4.5.2 Connection Capacity All Beam Levels Andrew L. Kirby, PE CONSULTING ENGINEER P M P M =0.62 <1.33 O.K. M C01111, Column Moments M2 =2.7 m —I M1 =4.1 in k MS =4.1 in k 7/16' diem rivet <V =2.3 kips) Standard Connection M� +M i +1 2 Ma= (1.33)(2.3)(4) =12.3 in k O.K. Connection Moments M2 =1.4mk M1= 3.4ink Copyright ° by Andrew L. Kirby, PE. Provided as an instrument of service. Copying by written permission only. Job No. 0977 Sheet 8 Project: Kohl's June 11, 2007 D' Fo Andrew L. Kirby, PE CONSULTING ENGINEER Note: Per Sections 2.4.3 & 2.4.5.1 above: P <1.5 kips & M <4.1 inch -kips. Here, D =7.0 ", B =5.0 ", a = 3 /a" & t =3/8" T =0.0 kips Use min. ' /z" diam. IBC approved expansion anchors. Minimum embedment 3 -1/2" into slab. 2.5 Transverse Seismic 2.5.1 Base Shear Use Code default values, V =0.26W= [(0.26)(2/3)(3.0)] =0.52k /Upright 2.5.2 Design Forces Vh' P eg D Calve. "x ": From equilibrium, E \ M , = 0 (P)(D a) +M - (R)I D -a -3 -o O.K. Copyright ° by Andrew L. Kirby, PE. Provided as an instrument of service. Copying by written permission only. Job No. 0977 Sheet 9 Where: R =('h)F .x.B & Fp = (4/3) [0.30f (A2 /A 1) =1.87 ksi Solving the quadradic equation yields: x= 0.32" Calc. "R ": From equilibrium, E F y = 0 R s p +T = 0.5B(x)(F p ) substitution yields: R =1.5 kips Thus, T= R -P =0.0 kips Check Plate Bending: ((D -dc) ( x M 2 M >(4 /3)S =4.2 in -kip O.K. h' =80 inches D =48 inches OTM < (0.52)(80) =42 in -kips RM >t0.9)(1.5)(48) =65 in -kips Net OTM to Anchorage =0.0 in -kips PEQ =0.9 kips Note: Bracing shown is schematic - see this section, subsec- tion 2.1 for actual geometry. Project: Kohl's June 11, 2007 Andrew L. Kirby, PE CONSULTING ENGINEER 2.5.2.1 Stability Peg < PD +L - Stable -No Uplift. Anchors provide added Factor of Safety. TBolt = (P - 0.9PD +L) =0.0k Use min. t/" diam. IBC approved expansion anchors. Minimum embedment 3 -1/2" into slab. 2.5.2.2 Braces 2.5.2.2.1 Design Force Note: Bottom diagonal members govern by inspection. Pb <(0.5)(64/45) =0.8k 2.5.2.2.2 Brace Capacity C =1 -1/2; e=1-5/8 & t =14 Ga. Anet =0.27 in2 rwj =0.47 in Q =0.95 L k i F 1.33P (in) r (ksi) (k) 64 129 8.9 3.20 O.K. 3 "MEG" Tab Shelving Ref: Elevation Types A -G, K -N & R -U Kohl's Drawing Sheet SSP. O.K. Copyright ° by Andrew L. Kirby, PE. Provided as an instrument of service. Copying by written permission only. Job No. 0977 Sheet 10 Project: Kohl's June 11, 2007 3.1 Components and Geometry W=max. 48" a -f =max. 72" g =max. 6" h =max. 12" Hb =48" (Typ.) \ i TYP. ELEVATION 3.2 Check Shelf Note: Max. Load /Shelf < 120 lbs (Perforated Shelf Optional) Typical Shelf 3.3 Check Posts ((a critical section) Note: 10'x4'x 24" Deep Units govern by inspection. 3.3.1 Dead plus Live Loads Andrew L. Kirby, PE CONSULTING ENGINEER M P snaif ' Bay 8 =0.72 inch kips Ample by Inspection D" 3 TYP. SIDE VIEW S H =max. 120 "" D=14-24" t =max. 6" u =max. 18" v -w =max. 24" x =max. 48" Upright Type C -Posts O.K. Copyright a by Andrew L. Kirby, PE. Provided as an instrument of service. Copying by written permission only. Job No. 0977 Sheet 11 Project: Kohl's June 11, 2007 3.3.1.1 Storage Given: w• W=Width of Unit D =Depth of Unit HTrib= Tributary Height of Storage (WxDxHrrio)(Y StorageDensity) 3.3.1.2 Total Andrew L. Kirby, PE CONSULTING ENGINEER P < _ 2 P < (4.0)(2)(9.0)(0.005) 2 =0.18 kips ptot < 0.18 kips 3.3.2 Post Properties & Capacities (net section) C -Post (Fy = 50 ksi) W=0.75 in KL /r =max. 78 D =1.50 in KL /r =max. 154 r L t=18 Ga. F =6.1 ksi A =0.10 in S =0.03 in P =0.611 �� r =0.31 in M 0.75k S =0.03 in 11 a =0.81 k r =0.54 in 3.4 Transverse Seismic Note: This design includes by inspection all slab -on -grade supported shelving units which have similar componets and geometry for similar or reduced lateral design forces. 3.4.1 Dynamic Amplification Factor The ratio of the steady -state solution to the static solution can be shown to be: x 1 a — — ) P x° V ( ( + ( 213 (W)) 2 Where: = Frequency Ratio 13 = Damping Coefficient (taken as 5% as suggested by code) & x/x = Amplification Factor, a The roots of this equation lie in the range: 0.05 <_ (w) <_ 1.41 Copyright 0 by Andrew L. Kirby, PE. Provided as an instrument of service. Copying by written permission only. Job No. 0977 Sheet 12 Thus, no amplification is required when the fundamental period of the storage fixtures, TFix- ture' exceeds the fundamental period of the supporting structure, TBuilding, by a ratio of at least 1.4. Project: Kohl's June 11, 2007 3.4.2 Dynamic Effect on System supported on Elevated Level These uprights may conservatively be considered as rigid fixed ended columns between beam spreaders: The equivalent story stiffness can be calculated using the following expression: 12EE/ K story L3 Where: E = Young's Modulus I = (2)xMoment of inertia of Single Post L = Beam Spreader Spacings Andrew L. Kirby, PE CONSULTING ENGINEER Accordingly, using dynamic analysis techniques, the fundamental period is calculated to be T >0.38 sec. Note: TBuilding <0.30 sec (per building structural engineer) Here, the ratio of TFixture to TBuilding = (0.38/0.26) =1.46 Thus, No amplification required, a =1.0. Here, conservatively assuming h thhh; Substituting yields: V < 0.14W Conservatively, assume V< 0.307W 3.4.3 Base Shear Use Code Default Values, V = 0.307W = 0.307[(2/3)(0.18)] = 0.037k /Post 3.4.4 Design Forces P < 0.18k; PEQ < 0.23k (per Section 3.6.2 below), V <0.037k M < Va/2 = (0.037)(18)/2 =0.33 "k 3.4.5 Post - Combined Stresses P +PEQ M P a M a = 1.08 <1.33 O.K. 3.4.6 Check Spreader Connections 3.4.6.1 Design Forces M conn < (2.2)(0.33)=0.72"k (very conservative) Copyright o by Andrew L. Kirby, PE. Provided as an instrument of service. Copying by written permission only. Job No. 0977 Sheet 13 Project: Kohl's June 11, 2007 3.4.6.2 Connection Capacity 18 Go. 'C' POST 22 Go. BEAM SPREADE ran. *10x5 /8' Ph.l�ps FH STS (TYP.) _ 2n WL 7 3.52 FIG Andrew L. Kirby, PE CONSULTING ENGINEER Standard Connection Where: G = Gravitational acceleration W = (2 /3)xLoad per Bay E = Young's Modulus I = Moment of inertia of Upright Note: r Ad2 = (2)(0.10)(24 = 1 15.2inches Ma= (1.33)(0.20)(3.0) =0.80 in k O.K. Where: W) = Frequency Ratio [3 = Damping Coefficient (taken as 5% as suggested by code) & x/x = Amplification Factor, a The roots of this equation lie in the range: 0.05 <_ ( LI) <_ 1.41 For units = kips inches, seconds G = 386 in/secc E = 29,000 kips /in Copyright ° by Andrew L. Kirby, PE. Provided as an instrument of service. Copying by written permission only. Job No. 0977 Sheet 14 3.5 Longitudinal Seismic Note: This design includes by inspection all slab -on -grade supported shelving units which have similar componets and geometry for similar or reduced lateral design forces. 3.5.1 Dynamic Amplification Factor The ratio of the steady -state solution to the static solution can be shown to be: 1 a — — P xo V 1 — Por 2 + 1 213 1w// 2 Thus, no amplification is required when the fundamental period of the storage fixtures, TFix- ture• exceeds the fundamental period of the supporting structure, TBuilding, by a ratio of at least 1.4. 3.5.2 Dynamic Effect on System supported on Elevated Level These uprights may conservatively be considered as rigid slender frames: Accordingly "Roark, 6th Edition, Chapter 15- Table 36 Case 3b." is used to determine the fundamental period: Project: Kohl's June 11, 2007 V<0.21W Conservatively, assume V< 0.307W 3.5.3.1 Base Shear Use Code Default Values Andrew L. Kirby, PE CONSULTING ENGINEER 3.5.3 Single Rows (X- Braced) Maximum No. of units tributaryBrace < 2. W<2[(2/3)(0.40)]=0.53 kips Substitution yields, T >0.05 sec., which is well below the fundamental of the building. Here, the ratio of TFixture to TBuilding = (0.05/0.26) =0.19 Thus, No amplification required, a =1.0. Here, conservatively assuming h = thhh; Substituting yields: V = 0.307W = 0.307[(2/3)(0.40)] = 0.082k /Unit 3.5.3.2 Check Bracing Maximum No. of units tributary/Brace < 2 V < (2)(0.082) =0.16k Tb < 0.23k Brace Capacity: 3/4"x 14 Ga. F.B.: T =1.6k O.K. Brace Attachment Capacity: #10x Hex Head Screw: V (4/3)(0.38) =0.51k O.K. 3.5.4 Back -to -Back Rows (Solid Panels: Optional) Maximum No. of units tributaryBrace < 2. W<2[(2/3)(0.40)]=0.53 kips Substitution yields, T> 0.05 sec., which is well below the fundamental of the building. Here, the ratio of TFixture to TBuilding = (0.05/0.26) =0.19 Thus, No amplification required, a =1.0. Here, conservatively assuming h thhh; Substituting yields: Job No. 0977 Sheet 15 V<0.21W Conservatively, assume V<0.307W Note: Conservatively, all solid rear panel sections are checked as equivalent X- Braced mem- bers 3/4 "W x 22 Ga. 3.5.4.1 Base Shear Use Code Default Values V = 0.307W = 0.307[(2/3)(0.40)] = 0.082k /Unit Copyright ° by Andrew L. Kirby, PE. Provided as an instrument of service. Copying by written permission only. Project: Kohl's June 11, 2007 3.6.1 Base Shear Use Code Default Values Andrew L. Kirby, PE CONSULTING ENGINEER V = 0.307W = 0.307[(2/3)(0.40)(18 /24)] = 0.061k /Unit Copyright 0 by Andrew L. Kirby, PE. Provided as an instrument of service. Copying by written permission only. Here, the ratio of TFixture to TBuilding = (0.07/0.26) =0.26 Thus, amplification required, a =1.07 Here, conservatively assuming h thhh; Substituting yields: Job No. 0977 Sheet 16 3.5.4.2 Check Bracing Maximum No. of units tributary/Panel < 2 V < (2)(0.082)=0.16k Tb <0.23k Brace Capacity: 34"x 22 Ga. F.B.: T =0.65k O.K. Brace Attachment Capacity: #10xMa" Hex Head Screw: V (4/3)(0.30) =0.40k O.K. 3.5.5 Back - to - Back Rows ( (X Braced) Maximum No. of units tributary/Brace < 4. W<4[(2/3)(0.40)]=1.07 kips Substitution yields, T >0.07 sec., which is again well below the fundamental of the building. V <0.23W Conservatively, assume V< 0.307W 3.5.5.1 Base Shear Use Code Default Values V = 0.307W = 0.307[(2/3)(0.40)] = 0.082k /Unit 3.5.5.2 Check Bracing Maximum No. of units tributary/Brace < 4 V < (4)(0.082) =0.33k Tbr <0.46k Brace Capacity: 3/4"x 14 Ga. F.B.: T =1.6k O.K. Brace Attachment Capacity: #10x34" Hex Head Screw: V (4/3)(0.38) =0.51k O.K. 3.6 Transverse Overturning Design Check Note: 10 ft. Tall, 18" Deep units govern by inspection (greatest effective height to depth ratio). Project: Kohl's June 11, 2007 3.6.2 Design Forces W „ ., • • x T TYP, ELEVATION Andrew L. Kirby, PE CONSULTING ENGINEER Job No. 0977 Sheet 17 _ Vh' P D h' <69 inches D> 18 inches PEQ =0.23 kips Note: Bracing shown is schematic - see this section, subsec- tion 3.1 for actual geometry 3.6.2.1 Stability TBolt = (P - 0.9PD +L) =O. 10k 3.6.2.2 Anchorage Requirements Use min. '/a " diam. ICBO approved expansion anchors w /min. 2" embedment or 9/64" shot -pins w /min. 1 -'% embedment. NOTE: ALL ATTACHMENT DETAILS TO EXISTING BUILDING STRUCTURE HAVE BEEN REVIEWED AND APPROVED BY THE FOR FOR THE BUILDING 4 Mobile Carriages Ref: Elevations H -J, Kohl's Drawing Sheet SSP. Similar units as designed in Section 3 above (same components and geometry). Units have no net uplift forces under seismic excitation (per Section 3.6 above). Design O.K. D" or SIDE VIEW I O.K. Copyright ® by Andrew L. Kirby, PE. Provided as an instrument of service. Copying by written permission only. Project: Kohl's June 11, 2007 4.1.1 Seismic Weight Given: 4.1.2 Base Shear Use Code Default Values Andrew L. Kirby, PE CONSULTING ENGINEER H =max. 120" W=max. 48" D =min. 28" d=min. 24" 4.1 Transverse Overturning Design Check Note: 10 ft. Tall, 28" Deep Units (14" Deep Shelving Units Back -to -Back) govern by inspection (greatest effective height to depth ratio). W = Width of Unit D =Depth of Unit H Height of Storage SeismicWeight <_ (WxDxHMax)(Y— StorageDensity) SeismicWeight <_ (4.0)(2x1 .17)(10.0)(0.005) =0.47 kips Job No. 0977 Sheet 18 V < 0.307W < 0.307[(2/3)(0.47)] =0.09k /Unit 4.1.3 Check Anchorage Requirements OTM < (0.09)(120/2)(1.15) <6.2 in -kips RM> (0.9)(0.47)(24/2) > 5.1 in -kips Net momemt to rail =1.1 in -kips- Negligible Use min. '/4 " diam. ICBO approved expansion anchors w /min. 2" O.K. embedment or 9/64" shot -pins w /min. 1 -1/4 embedment @ max. 36" o.c. 5 Bar Bulk -Hang Wall Mounted Units Ref: Elevations K -M & P -R, Kohl's Drawing Sheet SSP. As specified in subsection 1.2.2.3 above, the required seismic design base shear may be calculated using the matematical expression given below: Here, conservatively assuming h =hh; Substitution yields: F 0.49 Therefore, the maximum seismic design base shear <0.49W or 1.0 psf. Minimum required interior partition wall lateral design load >5 psf per IBC 167.13. Connection of units to existing building support structure per FOR for the — Building. Maximum attachment design force of shelving unit to supporting building structure < (Trib. Area)(E- quivalent Lateral Load, psf) F P <(10x4/2)(1)=20 lbs /Unit or 10 lbs /Attachment. Copyright ° by Andrew L. Kirby, PE. Provided as an instrument of service. Copying by written permission only. Project: Kohl's June 11, 2007 Given: 7.2 Base Shear Use Code Default Values V=0. 17W = (0.17)(0.50) = 0.085k /Upright 7.3 Check Anchorage Requirements OTM < (0.085)(92) < 7.8 in -kips RM> 0.9(0.50/2)(30) > 6.8 in-Ups Net momemt to Anchorage, Andrew L. Kirby, PE CONSULTING ENGINEER 6 Floor Supported Display Store Fixtures Ref: Kohl's Drawing Sheet TI -1, TI -2 & TI -3. Note: The maximum storage density of the In -Store Fixture display furniture is <5 pcf, resulting in a maximum load per unit considerably less than 400 lbs. Accordingly, as specified in IBC 1621.1.1, the attachments for floor supported furniture weighting less than 400 lbs are not required to be designed. Any attachments provided to the existing building support structure provides an additional factor of safety. 7 "Metzgar" Slider - Bed Belt Conveyor Ref: "Belt Convyor" on layout plan, Kohl's Drawing Sheet TI -1. Note: These upright supports have ample reserve capacity by inspection (are required to resist nominal design base shear forces only). Accordingly, system is reviewed for transverse overturning stabilty only. Uprights are a maximum 102 inches tall with a minimum depth of 30 inches. 7.1 Seismic Weight Note: Conservatively, the entire system design live load is assumed to contribute to the design base shear. DL < 40 plf LL 10 plf Wtr'b= maximum Tributary Width of conveyor to any support <10 ft. D= t Depth of Unit >30 inches H max = Maximum Upright Height <92 inches SeismicWeight <_ .ht T,.,p) +LL) SeismicWeight <_ (10) (10 + 40) — 500 lbs =0.50 kips MNet < 1.0 in -kips TNet < (MNet /D) = (1.0/30) =0.03 kips Use min. 3/8" diam. IBC approved expansion anchors w /min. net O.K. embedment of 2-1/2". Copyright o by Andrew L. Kirby, PE. Provided as an instrument of service. Copying by written permission only. Job No. 0977 Sheet 19 PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D07 - 232 DATE: 06 - - PROJECT NAME: KOHL'S STORAGE RACKS SITE ADDRESS: 17150 SOUTHCENTER PY X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Issued DEPARTMENTS: � �,Gvt , X11 r4W t' Build ng Division ife Fire Prevention Public Works ❑ Structural ❑ DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 06 -26 -07 Complete TUES/THURS ROUTING: Please Route Documents/routing slip.doc 2 -28.02 Incomplete Structural Review Required APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions Planning Division Permit Coordinator Not Applicable Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: ❑ No further Review Required REVIEWER'S INITIALS: DATE: DUE DATE: 07 -24 -07 Not Approved (attach comments) n Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: License Information License BAYLECG034JC Licensee Name BAYLEY CONST A GEN PARTNRSHP Licensee Type CONSTRUCTION CONTRACTOR UBI 601771879 Ind. Ins. Account Id PARTNER Business Type PARTNERSHIP Address 1 PO BOX 9004 Address 2 City MERCER ISLAND County KING State WA Zip 980409004 Phone 2066218884 Status ACTIVE Specialty 1 GENERAL Specialty 2 UNUSED Effective Date 4/3/1997 Expiration Date 12/31/2007 Suspend Date Separation Date Parent Company Previous License ROBEREB375NO Next License Associated License Business Owner Information Name Role Effective Date Expiration Date BAYLEY KEY MEMBERS INC PARTNER 01/01/1980 Bond Amount BAYLEY HOLDINGS INC PARTNER 01/01/1980 Bond Information Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date SAFECO INS CO OF Until Look Up a Contractor, Electrician or Plumber License Detail Page 1 of 3 Washington State Department of Labor and Industries 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. https: // fortress .wa.gov /lni/bbip /printer.aspx ?License= BAYLECG034JC 07/03/2007 88K (2F—BL) CORE OCTOBER 2007 INNOVATION SEATTLE NEW STORE GRAND OPENING: REMODEL COMPLETION DATE 10/03/07 ISSUED TO AND PLAN UPDATES: Poe sr oena Q3/2D/07 IN MEN FRC RCM Flt PUNS S m UP 06/02/07 OW =sacs =NC WORM= TO PUN F II II II II i 5D /RWOFFICE5 IL. 7 0 \ uJ w MI55E5 CLASSIC I©©©1 O 0 . x000000 IF;; Imam ii Mr lor ii loft loam :: EILI 3 EILIMIE3 Z nn rainnnnnnnnnn -1 11 - nnnnnnnnnnnnnn-1 SEASONAL BOYS D2 D MI55E5 UPDATED ICI I Ci C I C I C I 11 =1 J r MAIN STOCK MEZZ STOCK SHELVING UNITS TO BE MOUNTED ON ROLLING CARRIAGE. TRACK T7 BE INSTALLED 3' FROM ANY ADJACENT OBJECT. L P2 P2 D D D F ■ =■Ii1RI■ — - • '1 4 G JEWELRY JUNIORS a r r __A__- F 1 J L_ L, 0 BEDDING L III I MI=3111MEMEIN 12 .401. SHELVING UNITS TO BE MOUNTED ON ROLLING CARRIAGE. TRACK TO BE INSTALLED 3' FROM ANY ADJACENT OBJECT. 0 D D D c CLOTHING iiii-'ur :: SS SS 3 S3 .SS D D s 0 IO 0 • • BATH SHOP IC P Wa -61Yt2 r 0: SOFT TT MENS BASIC FURNISHINGS L - - __ MENS CASUAL SPORTSWEAR ZZ ZZ 00 3 33 C°] MENS ACTIVE zz zz ©© 14 D3 D3 Z 1 :r 0 D 0 0 0 ZZ N 00 ZS ZZ ZZ loft 00 CC emir Ill© kir irk ZZ -I K EIXTU KES NOTED WITHIN I I ZZ NOTES; m ' I K3 1 IG3 1 K3 1 K3 72 HIGH AND ABOVE 1K4 1K4 K3 I K3 K3 K3 _K3 i © ® ©i iau ice' k © ©© ©I ©CE11 ©m12EHEI ©IICE11 4© ®© ©0© B3 133 B3 B3 83 B3 IL III© ©I© L3 Scope of Work Fixture Installation Contractor ingealt Perlmter and Interior wall fixtures Custom cabinet work Cornice Wood bases and shelves Corner fillers Modular fitting room components Assemble and In$3al; Free standing fixtures Chrome racks Glace cube units Plexi —glass units Showcases Back Islands Cashwraps 1110.911; Office care fixtures Service desk cabinets, countertops and shelves Cash room cabinets, countertops and shelves Training roam countertops and shelves Computer equipment (ISP) countertop and shelves Brealamm cabinets. countertop, bulletin board and timedack holder. Office core furniture • SEE STOCK SHELVING PROFILES SHEET "SS2'. • STOCK SHELVING CONTRACTOR TO PROVIDE (20) ADDITIONAL 4' -0' HANGBAR AND (20) ADDITIONAL 2' -0" X 4'-0' SHELVES. b' ALUMINUM T HICK N TED BLACX (2) jlo SCREWS celuNo , 3/4' C PARTIAL SECTION SCALE: NOT R CEIV r' JUN 0 12007 Andrew L. Kirby, PE TO SCALE Date: 716 /0 7 CORNICE J— CHANNEL DETAIL FOR ATTACHMENT TO WING WALL SCALE: NOT TO SCALE TUKWILA 17200 SOUTHCENTER PARKWAY I / . I I/ NI DEVELOPED BY: I/ \1 TUKWILA, WA 98188 City of Tukwila BUILDING DIVISION KOHL'S DEPARTMENT STORES, INdi N56 W17000 RIDGEWOOD DRIVE 1 MENOMONEE FALLS, WISCONSIN 53051 TEL: (262) 703 -7000 I ` % FAX: (262) 703 -7105 L =_ t — FELE COPY permit . • � Plan revic ., ^rcvaf No is subject to errors and k pro Y I c " c - = w ctian documents does not authorize the c' : r -__ -.,col code or ordinance. Receipt of pp:-_ :: -1 :. c_;:1 t:: d cnd:tic► s is adktor idedged: i. sy _ EXPIRES Gi(4 05 Jib 04 REVIEWED AND APPROVED JUN 1 1 2007 Andrew L. Kirby, PE Ph. 818 - 735 -0719 NO. DATE A A A A A A A A A A PROJECT t: BY a INFORMATION ON THIS DRAWING TAKES PRECEDENCE OVER THE SPECIFICATIONS MANUAL IF THE DOCUMENTS HAVE CONFUCTING INFORMATION. DESCRIPTION TENANT IMPROVEMENT PLAN SCALE: 3/32 " =1' - SHEET: DRWN BY: BW CHKD BY: JT PLOT DATE 05/02/07 11152 r c nnces shall be made to the. score cr e7 v. 5n NOTE: Revisions will require a new plan submittal and may include additional plan reviaw few � ... i_ ¢a ^�"?F1e°�ie'�1�3d F91 iliY�'11f.�. SEE OOR RAN � IVTTAL . O., IIISTR _._'- JPNISH AS SUBMITTED l l HF-ViSl AND RESUBMIT Fiji i•ILH / PPROVAI ` ';[ QUIRE-[) CON!-CRMI l'+ 'fJITII THE . r.i U`AL. DRA\A'IiiV . 3 , .' . URNiSH AS CORBEL:i gpt,PTAiio ;'v : %I iH `.,1:,UA_ARC. THE FAF3HIC AFenV i3 esL -nax.,, I I - 1 D07- 232 ''21jGJ i �'TRI;' AL :Si 11 T • i ` c a RECEIVED JUN 2 5 2007 PERMIT CENTER EIK 00 r1IM STORE FIXTURES WO-56A 128' HIGH X FAR AACCRYYLICWALL ICK DMDER WD -58CXX 23 3/8' WIDE X ,/2' DEFP X f_e SHELVES CK XX IF LENGTH WIDTH VARIES BY LOCATION ' I I V 1 1 ; � � . 10 14 : A k .I AO -1 g.4 • ■ ki pJ 00 sr>ErsIF9 mmommimmisninsmesuirormirwrirrir 1 : 7 ! .I b 41N1I 1 �I. - f . 1 w '' _ 21/2 WIDE X3/8 ' THICK CLEAR ACRYLIC . • errn. ME:1 53 'f SYMBOL IIII d w,44:101. 4 1 41 METAL STUD hiAl _RECESSED wrti I I •,101 Ili .11 III!o iliko . CLIP: Li 1/8' x2 6 1/8' x 14CA CUP 0 '-0 0.0. 2) f10 SCREWHS HMS IN M ETAL STUD 1) 1/4x20 AC TFFCI —MMIII SCALE: NTS (WD -73B)= W X16H CUBE (WD- 73C)=4W X 6H CUBE FOR 12 WALL (WD -73D) =FOR 16H1CUBE (WD- 73D) =5W X 6H CUBE FOR 16' WALL. Aft DESCRIPTION '40(m) CODE: WD73 I SCALE: NTS 1 O SYMBOL DESCRIPTION ilig, 4., ii. ,,, iiiiii BOYS DENIM WALL ,WD +3xxi V Baomm° o STORE FIXTURES WO-56A 128' HIGH X FAR AACCRYYLICWALL ICK DMDER WD -58CXX 23 3/8' WIDE X ,/2' DEFP X f_e SHELVES CK XX IF LENGTH I " ; � ' I I V 1 1 ; � � . 10 14 : A k .I AO -1 g.4 • ■ ki pJ 00 sr>ErsIF9 �i WD-556 126' HIGH X 1 : 7 ! .I b 41N1I 1 �I. - f . 1 w '' _ 21/2 WIDE X3/8 ' THICK CLEAR ACRYLIC . • errn. ME:1 53 'f SYMBOL IIII d w,44:101. 4 1 41 METAL STUD hiAl _RECESSED wrti I I •,101 Ili .11 III!o iliko . CLIP: Li 1/8' x2 6 1/8' x 14CA CUP 0 '-0 0.0. 2) f10 SCREWHS HMS IN M ETAL STUD 1) 1/4x20 AC TFFCI CODE: WD -56 I SCALE: NTS 9 SYMBOL DESCRIPTION • COMFORTER WALL METAL STUD ~ CLIP• WD • q111111P4---- - d j i `i _% WALL SHOWN [1<00=0 l:! 0 STORE FIXTURES all►. apoC ac , /N _. 4 0 ■ ki pJ 00 sr>ErsIF9 2 PLAN NEW ULVER EGG CRATE DIFFUSER STANDARDS w '' _ CODE: WD46 ' 'f SYMBOL .. . -RI • _RECESSED wrti • : • .. Ill■ Al 4 &- .• 1 -li— Ysliiil .I -- WIRE GLASS • 888811 METAL STUD ~ CLIP• 1 • q111111P4---- - d j i `i _% WALL SHOWN ilig, 4., ii. ,,, iiiiii L1 1/8' x . 18' '0.0. x 14GA CL1P 0 6'- 0 M f 10 SCx2R0 EWS IN METAL N STUD 1/4 RIMS I ACRYLIC CODE: WD5710 . / 1 " .-- SYMBOL DESCRIPTION CODE: WD-73D I SCALE: NTS BED AND DEC PILLOW WALL I SCALE: NTS SYMBOL DESCRIPTION 1 1 INTIMATES WALL ASSEMBLY BOYS WALL 5 CUBE WIDE UNIT [ O©mr!: 5 STORE FIXTURES WD -67A 128' HIGH X EAspo /WPJ.L ICK WIDER WD -57CXX 23 3/6' WIDE X 27 1/2' DEEP X 3/B' g= PM= Mg= 2•-e ' It i ltrilielt010- 4 1111 i kJ*, !. � 41} * * -4: 1 : m/ ` '' 4 � 7 i 'r"� � •. _ ` WALL WADER L STUD WALL r 4 0 ■ ki T 2 PLAN NEW ULVER EGG CRATE DIFFUSER STANDARDS w '' _ CODE: WD46 �' 1 SYMBOL lo, b O. _RECESSED wrti II r AO FRONT ELEVATION 4, &- .• 1 -li— Ysliiil .I -- WIRE GLASS 888811 METAL STUD ~ CLIP• ;- lltl �i s I q111111P4---- - d j i `i _% WALL SHOWN ilig, 4., ii. ,,, iiiiii L1 1/8' x . 18' '0.0. x 14GA CL1P 0 6'- 0 M f 10 SCx2R0 EWS IN METAL N STUD 1/4 RIMS I ACRYLIC CODE: WD5710 I SCALE: NTS 7 SYMBOL DESCRIPTION [min WD5712 BED AND DEC PILLOW WALL 11Z00=0 0 STORE FIXTURES CUP: L1 1/8' x2 1/8 x 14GA CUP 0 6'-O' 0.C. (2) 110 SCREWS PER LEG Li 1/8' x2 1/8' x 1464 CUP 0 5 -D' O.C. (2) 110 SCREWS PER LEG I •. _ ` WALL WADER L STUD WALL r 4 0 ■ ki T 2 PLAN NEW ULVER EGG CRATE DIFFUSER STANDARDS w '' W CODE: WD46 II 1 SYMBOL . I _RECESSED wrti II r FRONT ELEVATION .rn - rafm =li 1 -li— Ysliiil -- WIRE GLASS 888811 - llafllaa.l.f/ ;- lltl �i s I q111111P4---- - d j i `i _% WALL SHOWN DESCRIPTION r� r~ i s I TFFCI 1.11 l EIJP: i L1 1/8' x2 1/8' x 14GA 12' TYPICAL FRONT ELEVATION CODE: WD72C I SCALE: NTS 8 SYMBOL DESCRIPTION INTIMATES WALL ASSEMBLY I I 4 I WD 2C12 LcLO][r ac, 0, STORE FIXTURES M P ' L1 1/8' x2 1/8' x 14GA PLAN VIEW Li 1/8' x2 1/8' x 1464 CUP 0 5 -D' O.C. (2) 110 SCREWS PER LEG mum AIMIIIIIIIIIIMIII■ •. _ ` WALL WADER L STUD WALL r 4 0 ■ ki 2 WO-46C w '' W CODE: WD46 II 1 SYMBOL . I 1 I I ITE,Tx>i I wrti II r .rn - rafm =li 1 -li— Ysliiil - llafllaa.l.f/ ;- lltl Mall Yalt Yl, ."l SYMBOL DESCRIPTION 111 BEDDING l EIJP: i L1 1/8' x2 1/8' x 14GA a W a—. CODE: WD -59A SCALE: NTS 6 SYMBOL DESCRIPTION FOCAL WALL HUTCH I I 4 I =UFO g,0 STORE FIXTURES M P ' L1 1/8' x2 1/8' x 14GA PLAN VIEW CUP 0 8' -0' O.C. (2) 110 SCREWS PER LEG .I •. _ ` WALL WADER L STUD WALL r 4 0 ■ ki 2 WO-46C CU RES BUSES '' W CODE: WD46 II 1 SYMBOL . I 1 I I ITE,Tx>i I wrti II r .rn - rafm =li 1 -li— Ysliiil - llafllaa.l.f/ ;- lltl Mall Yalt Yl, ."l SYMBOL DESCRIPTION 111 BEDDING l EIJP: i L1 1/8' x2 1/8' x 14GA BALM a—. [ I '� () 0 LEG (2) 1 I CHAPS I ' .• ALISraa r 9121:421 our .q MISSES CLASSIC CODE: WD -260 AND WD -261 I SCALE: NTS 1 2 SYMBOL DESCRIPTION CHAPS MISSES CLASSIC AND BEDDING WALL b. L ODL41L!0 STORE FIXTURES 0 STORE FIXTURES x2 06'-0` 00 SCREWS 1 Pi R .I •. _ ` WALL WADER L STUD WALL r 4 0 ■ ki 2 WO-46C CU RES BUSES '' W CODE: WD46 I SCALE NTS 1 SYMBOL DESCRIPTION YOUNG MEN'S DENIM WALL DETAIL 1 I I ITE,Tx>i I CODE: WD51 10 I SCALE: NTS 5 SYMBOL DESCRIPTION 111 BATH TOWEL WALL 1 Da 0 STORE FIXTURES x2 06'-0` 00 SCREWS 1 . 1l .I P 4 4 0 ■ ki 2 WO-46C CU RES BUSES '' W CODE: WD46 I SCALE NTS 1 SYMBOL DESCRIPTION YOUNG MEN'S DENIM WALL DETAIL 1 I I ITE,Tx>i I Ci3 001 L.'a T STORE FIXTURES Lm 1/8' OJP (2) x2 06'-0` 00 SCREWS 1 1 x 140A 0.C. PER LEG an .I 4 4 14. 10 CODE: WD -46C DENIM WALL OUSE •- 3 WIDE x 2 HIGH 2 SYMBOL SIGNHOLDERS CAPACITY SIGNHOLDERS x x K©NILl0 STORE FIXTURES am 7 I nmag (2) p0 W .2 iJe' SCREE I x 145A 0.0. i i .I [V 4 I ' 10 I I 01 10 PER LEG 4 --- .0 CODE: WD -46B DENIM WALL CUBE — 3 WIDE x 4 HIGH 7 SYMBOL SIGNHOLDERS CAPACITY x x RECEIVED JUN 0 12007 Andrew L. Kirby, PE I EXPIRES Gil L4/05 4 cc-07 REVIEWED AND APPROVED JUN 11 2007 Andrew L. Kirby, PE Ph. 818- 735 -0719 INTERIOR PLANNING Kohl's Department Stores, Inc. N56 W17000 Ridgewood Drive Menomonee Falls, Wisconsin 53051 Phone: (262) 703 -7000 Fax (262) 703 -7101 ISSUED TO: SUE X4/0/X1 NOTES: DEW X+a SUE El. DESCRFMON MIN. 2 CUPS PER FIXTURE TENANT IMPROVEMENT PLAN WALL DETAILS OPENING DATE 2004 SCALE: REFER TO DETAIL ISSUED: DRAWN BY: CHECKED BY: FILENAME: WD- 6CA.DWG TI -2 KOHL'S - TUKWILA, WA 11152 I/ \ I DEVELOPED BY: I / I KOHL'S DEPARTMENT STORES, INd. N56 W17000 RIDGEWOOD DRIVE MENOMONEE FALLS, WISCONSIN 53051 \ / 1EL 262) (-7 FAX: (262) 703 703 -710000 5 L _\ �___ - J 17200 SOUTHCENTER PARKWAY TUKWILA, WA 98188 RECD V E JUN 0 12007 Andrew L. $Jrny, h. INFORMATION ON THIS DRAWING TAKES PRECEDENCE OVER THE SPECIFICATIONS MANUAL IF THE DOCUMENTS HAVE CONFLJCTING INFORMATION. NO. DATE BY DESCRIPTION A A A A A 0 A 14IRE6.1760 KIV .276.1764 I cl1iradkirandholt.corn l z STOCK SHELVING PROFILES ° AND APPAREL RETRIEVAL SYSTEM o SCALE: AS NOTED SHEET: PROJECT #: 3079 -11152 ~ REC�® (i) DRWN BY: JF CHKD BY: JT JUN 5 2U07 BLDG. SUBMITTAL: 10/12/06 O rJ PERMIT CEN T �tia .�z 1E r ,az� I .iz 1 I 1 ,tiZ = ,YT i rz 4L -- -c 2 • 1 —i% --c .Z L i_ � I Az 'I 1 III .Z L 1.0101 _ - .zL1 MEM M ii : __ a b O b • 1 b a b j w ter O - F II . a V b O ._ - N —I N - . b b . b b _ N b m N 'r • Op _ N —I —I _ _ ■ I ■ a b I W . N a N N - aN - � N N M s NF3T - , , rn!MX RAE _ 1�c vim, tL� l AMY gym+ oin wac - rr`:.' = 9 SKEIN rm mac aulE - 17"� T sir frrl KICK RAE - X � 41 KKR - � AMP wm �oGC RAE AMP REV .�X KICK w �47.r nr ,oGC RAE i,. � -- r�^ .. — .- SIItlS wM KIM KA[ sf�YF - 'en, KM sFt7F ww lock pLG@ - • - N. • = fir SfFiX W11 mat PLaE - - "_,ILL — ITT -� ESP lA1Fl 10:% xuI - . - �r "�.; : a.n�: SELF �f �oac was 3141E wn KM RAW war ww iYJC RAM 4' 1. I, 3' j, j, 4' 3' 4' 3' - 0' 4' - 0" 3' - 0' 4' I, j, 3' - D' j„ 4' -0' 3' -0' 4'-0" 1 3' -0' 4' -0' 3'-0' 4' -O` 3' -0" 4' -0' 3' -0` 4'-0" 3' -O" j, 4' -0' 3' -0" A A2 A3 A4 B B2 B3 B4 C C2 C3 C4 d i, D D2 D3 D4 E E2 E3 d i, d i, d i, E4 F E2 E3 F4 STOCK SHELVING PROFILES I I SCALE: 3 /s "- 1 / N. / N. / \ / POSmON 3 HANGBAR (11'P r POs&R l a � .. .�z 1 .5L TOP TOP SHE1F- 5H (2) ftO 14" UNITS MOUNTED IN NG CARRIAGE. (4) 14' UNf1S (4) 14' UNITS (4) 14' UNITS (2) 14" UNITS (2) 14' UNITS MbbU IN MOUNTED IN MOUNTED IN ROWNG CARRIP>;E ROWNG CARRIAGE ROLLING CARRIAGE. MOUNTED IN MOUNTED ROWNG CARRIAGE. ROWNG CARRIAGE W (4) 14' UNITS MOUNTER IN ROLLING CARRIAGE. (4) U NTED 14" UNITS IN . ( UNITS MO NTED IN ROLLING CARRIAGE ROLLING CARRIAGE �% i I O (2) 14" UNITS MOUNT D IN ROLLING CARRIAGE. d .QZ PFPFITITI MP TOP SHELF SHELF-1 3 N . 9-.Z 3 c.1 : ---Ns i- I -N N _ ; d N o N o N N a N N 3 - N - _ 3 ■ �y 3 • C _ y N N N " - e N 3 ..: a ; 7: . I N A e4 i4 N Op Op m :- MM M R RAE - S,E1F M.ai KKX PIRE - -1;ii ' i 7 = SAE, MM WM PIAE ;Far N Kci AM-F WM.= PIAE WILT MMN AM GWE SELF MAX KKR wd 1 E SAM MMIf�'Jf RAE wmas AM RAC WiEli WM knit RAE WWI MM KM PWE WELT 1040M` f RAE 9F1P 11�f11oGf PL.� gWE3F WM KCK MAN NW WM I RAE • MELF Wm KM RAW 4 -0 3 - 0 " 1 4'-0" 3'-0" 4' -0' 3'-D• 6' -0" 7 . -0 . D " 8'-O` 4' -0` j, 3.-o- 8'-0" T -D' 8' -0' 4' -0` j, j, 3' -O" 1, 4' -0' 3'-0' IL G G2 G3 G4 H H 2 H 3 H 4 H 5 J J2 J3 J4 J5 K K 2 K 3 <4 STOCK SHELVING PROFILES 2 I I SCALE: 3/8'= 1' WON 4 HANGBAR MP) N - O5. 4 (TYP) HANGBAR HANGBAR 5mON HANGBAR �-pp$ HANGBAR • 'SmON 4 HANGBAR . 4 FIANGBAR _ ■ ON 4 HA .. 4 H B)A (T?) PD5 POS. Pa5. 2 4 (T) POS. 2 FRONT FRONT ) .trz • .tiz , `~ -.N -.4. 1 ,o - 1 4 -'�[ •o 1 �+ ,Q -.z POSmON 2 WON 4 � IS. 2 •ti 4.1,4 4 (TYP) OS4 h r N FRONT PDSmON 2 FRONT S. 2 FRONT POSmON 2 FRONT •� .Pz FRONT FRONT FRONT FRONT TOP TOP - ; .— S. 2 _� I _ POSmON 2 TOP POS. 2 TOP SHELF TOP I 1 TOP DP SHELF $H I SHELF FRONT POSmON 2 TOP ELF FRONT S 2 H FRONT POSmON 2 FRONT POS. 2 + SHELF-1 SHELF r p A � __\ _ 141 el �rrrn 2 _ .Q -.o L 2 ' H SHELF Z 2 m _ I .zii �� HNJGBAR ' HAN Bp SH0.VES ) .Q !�!TlRR SHELF ' 9 8- kl zl1 .zl �reer'n SHELVES CABINET TO FURNISHED AND INSTALLED BY TENANT. n— s e 4'.. . ITT : .ZF 1111111111 ...��. I- 11111 1 1 1.zi1 ..9L nrrnrnrnrrr 1 1 .Z . 1 1 .ZL .Ze nn*rr�nren 0 �� 2 _ .Zl Z ` M M �� ■ • ,Z L 2 2 2 2 ) r ". �ili� � ;C 'n I 1 1 rnrrn9 .Q- 1 .Z L ' 'I.ZL .9 L' 1 — A' ' I— 0 I el lima B ..' 2 _ ' ? ,ZL ,zL' � ' ' UL nwRr .a -. , 'I ��"�'. �i�� '' �� . ,zL'I,ZL = .zL _ .ZL ` 7 �� ..Iii 1.z1 unarm � � i ______ `�' �� — y'■■ = . Z .zL ..��. .9 -, L' ,oz 'I poi 1111111 3• —O 111111 .' -f - . ∎Iro s ,w Mn, OM RAE SHELF ILA was Yi 7 T \IM A= RAE - 3MFlF MM KKK RA[a 1F RAE - MM A K MEW RAC W MM K M • .dll>r M KQf RAE _ . if i ,' 3 9P1F WIH MX RAE MIIH • • •, 241.0 - MIM kGC RAE -% '7�`..:T- NNW WM PM RAE - , a. iil. • • ,_.,,? 1 4 —0• 4!--o• 3• -O 4'-o"" 3• -O 4' -O 1 `3 -0' r j, 4'_0• -0- I 4 . -O I 3' -0° - j, I 6'-0' 8' -0' . 4'-O" 3' -O' J. 4' - j � , 3 ' - O` y L L2 �f L3 L4 iv M2 M3 N 4 \ iXf P P2 ^^ R3 R4 X S3 � S4 ^^ T \2 x \3 N4 STOCK SHELVING PROFILES 3 I I SCALE: 3/8 "= 1' 0 O�GG 1 0 cc. c • ca .: e _,,, IIIIIIII IF If I I 1 I { f 1 I I I 11111111 0 .. Go ---% iiii, - .o -,z 1 LACKED SMALL ELECTRONIC c.6.6 ■ M A T T M � 0 39 •' O F3 "+ ANAL E I I ELECTRONIC CAGES .az 1 I I I I I EXPIRES �o ( O 9/ g -- S(43 I N I N II .. fir- TI I � I - • 0C AND APPROVED > — _-- --.._ - -_ — _ ----------t„ l I I N - n _ L -- r - N, 1 T f , l l I A__ * — - 1____ — — t — I r I JUN 1 1 2007 Andrew L. Kirby, PE - - - -- _ - - ` -- - - ---ter �- -- - - -- _ - - -- _ — ` Ph. 818 4' -0" 4'-O" �f U U3 STOCK SHELVING PROFILES 5 APPAREL RETRIEVAL SYSTEM 4 I I SCALE: 3/32'- 1' I I SCALE: 3/8 1' KOHL'S - TUKWILA, WA 11152 I/ \ I DEVELOPED BY: I / I KOHL'S DEPARTMENT STORES, INd. N56 W17000 RIDGEWOOD DRIVE MENOMONEE FALLS, WISCONSIN 53051 \ / 1EL 262) (-7 FAX: (262) 703 703 -710000 5 L _\ �___ - J 17200 SOUTHCENTER PARKWAY TUKWILA, WA 98188 RECD V E JUN 0 12007 Andrew L. $Jrny, h. INFORMATION ON THIS DRAWING TAKES PRECEDENCE OVER THE SPECIFICATIONS MANUAL IF THE DOCUMENTS HAVE CONFLJCTING INFORMATION. NO. DATE BY DESCRIPTION A A A A A 0 A 14IRE6.1760 KIV .276.1764 I cl1iradkirandholt.corn l z STOCK SHELVING PROFILES ° AND APPAREL RETRIEVAL SYSTEM o SCALE: AS NOTED SHEET: PROJECT #: 3079 -11152 ~ REC�® (i) DRWN BY: JF CHKD BY: JT JUN 5 2U07 BLDG. SUBMITTAL: 10/12/06 O rJ PERMIT CEN