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Home My WebLink AboutPermit D07-045 - JC PENNEY - SHELVINGJC PENNEY 1068 SOUTHCENTER MALL D07 -045 Parcel No.: 2623049023 Address: 1068 SOUTHCENTER MALL TUKW Suite No: Tenant: Name: JC PENNEY Address: 1068 SOUTHCENTER MALL , TUKVVILA WA Owner: Name: WEA SOUTHCENTER LLC Address: 11601 WILSHIRE BL , LOS ANGELES CA 90025 Phone: Contact Person: Name: TODD BOWSER Address: 633 SOUTHCENTER MALL , TUKWILA WA 98188 Phone: 206 802 -6000 Contractor: Name: B N BUILDERS INC Address: 1518 FIRST AV S, STE 200 , SEATTLE WA 98134 Phone: 206 718 -0960 Contractor License No: BNBUII *990K3 DESCRIPTION OF WORK: INSTALL STOCKROOM SHELVING SYSTEM doc: IBC -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 DEVELOPMENT PERMIT * *continued on next page ** Permit Number: D07 -045 Issue Date: 02/26/2007 Permit Expires On: 08/25/2007 Expiration Date: 09/12/2007 Steven M. Mullet, Mayor Steve Lancaster, Director Value of Construction: $0.00 Fees Collected: $3,182.37 Type of Fire Protection: International Building Code Edition: 2003 Type of Construction: Occupancy per IBC: 0019 D07 - 045 Printed: 02 -26 -2007 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N 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 Permit Number: D07 -045 Issue Date: 02/26/2007 Permit Expires On: 08/25/2007 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: Storm Drainage: Street Use: Profit: N Water Main Extension: Private: Water Meter: Permit Center Authorized Signature: N I hereby certify that I have read and e governing this work will be complied r specified herein or not. doc: IBC -10/06 Date: Public: Non - Profit: N Public: 2-1t1 J1- Steven M. Mullet, Mayor Steve Lancaster, Director permit and know the same to be true and correct. All provisions of law and ordinances The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development permit. Signature: Date: Z-f 2o! 0-" Print Name: l D(U & W S2r" 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 -045 Printed: 02 -26 -2007 Parcel No.: 2623049023 Address: 1068 SOUTHCENTER MALL TUKW Suite No: Tenant: JC PENNEY 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 PERMIT CONDITIONS Permit Number: D07 - 045 Status: ISSUED Applied Date: 02/07/2007 Issue Date: 02/26/2007 1: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 2: 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) 3: Maintain fire extinguisher coverage throughout. 4: The path of egress travel along a means of egress shall not be interrupted by any building element other than a means of egress component as specified in this chapter. Obstructions shall not be placed in the required width of a means of egress except projections permitted by this chapter. The required capacity of the means of egress system shall not be diminished along the path of egress travel (IFC 1003.6) 5: Exits and exit access doors shall be marked by an approved exit sign readily visible from any direction of egress travel. Access to exits shall be marked by readily visible exit signs in cases where the exit or the path of egress travel is not immediately visible to the occupants. Exit sign placement shall be such that no point in an exit access corridor is more than 100 feet (30,480 mm) or the listed viewing distance for the sign, whichever is less, from the nearest visible exit sign. (IFC 1011.1) 6: Every exit sign and directional exit sign shall have plainly legible letters not less than 6 inches (152 mm) high with the principal strokes of the letters not less than 0.75 inch (19.1 mm) wide. The word "EXIT" shall have letters having a width not less than 2 inches (51 mm) wide except the letter "I ", and the minimum spacing between letters shall not be less than 0.375 inch (8.5 mm). Signs larger than the minimum established in section 1011.5.1 of the International Fire Code shall have letter widths, strokes and spacing in proportion to their height. The word "EXIT" shall be in high contrast with the background and shall be clearly discernible when the exit sign illumination means is or is not energized. If an arrow is provided as part of the exit sign, the construction shall be such that the arrow direction cannot be readily changed. (IFC 1011.5.1) 7: Aisles leading to required exits shall be provided from all portions of the building and the required width of the aisles shall be unobstructed. (IFC 1013.4) 8: Means of egress, including the exit discharge, shall be illuminated at all times the building space served by the means of egress is occupied. The means of egress illumination level shall not be less than 1 foot -candle (11 lux) at the floor level. The power supply for the means of egress illumination shall normally be provided by the premise's electrical supply. In event of a power failure an emergency power system shall provide power for a duration of not less than 90 minutes and shall consist of storage batteries, unit equipment or on -site generator. (IFC 1006.1, 1006.2, 1006.3) 9: Maintain sprinkler coverage per N.F.P.A. 13. Addition/relocation of walls, closets or partitions may require relocating and/or adding sprinkler heads. (IFC 901.4) 10: 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) 11: All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and doc: Cond -10/06 D07 -045 Printed: 02 -26 -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 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) 12: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and #2051) 13: Maintain square foot coverage of detectors per manufacturer's specifications in all areas including: closets, elevator shafts, top of stairwells, etc. (NFPA 72- 5.5.2.1) 14: Maintain automatic fire detector coverage per N.F.P.A. 72. Addition/relocation of walls, closets or partitions may require relocating and/or adding automatic fire detectors. 15: 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) 16: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70) 17: This review limited to speculative tenant space only - special fire permits may be necessary depending on detailed description of intended use. 18: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 19: These plans were reviewed by Inspector 515. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. 20: ** *BUILDING DEPARTMENT CONDITIONS * ** 21: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 22: 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. 23: 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. 24: 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. 25: All electrical work shall be inspected and approved under a separate permit issued by the Washington State Department of Labor and Industries (206/248 - 6630). 26: 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. doc: Cond -10/06 D07 -045 Printed: 02 -26 -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. Date: 4.1-6/cri— D07 -045 Printed: 02 -26 -2007 CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http: //www.ci. tukwila. wa.us SITE LOCATION Site Address: IO(8 Sou l IWA - r 1-4C1` Tenant Name: SC- pthht -y "1 Property Owners Name: Wes -Wield LLG Mailing Address: 60 Scm414Celntt, 14-44l CONTACT PERSON — who do we contact when your permit is ready to be issued Name: - TOCd 130w Seat' Mailing Address: (0 33 SoU'N^C641 -t r E -Mail Address: 4 bowse✓ 2 west-Act d . Com GENERAL CONTRACTOR INFORMATION — (Contractor Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg 5)) Company Name: 1 Rti►l Aces t l rl C_ Mailing Address: 02(oO 1 Alit ** ISO Contact Person: Nteleg. ttlllia ✓A E -Mail Address: -t � bet b (Aiken. Com Contractor Registration Number: ARCHITECT OF RECORD — All plans must be wet stamped by Architect of Record Company Name: t' Nrcleti.Vec.-turkt Group Mailing Address: 603 `` S�f�twarf Si. 707 Contact Person: L-15.01 W rite e✓ E -Mail Address: \\s o w A� pK jlo • Cowl ENGINEER OF RECORD — All plans must be wet stamped by Engineer of Record Avoid lift -Enni•iteriv P,wi o►n q CA of 11 G, 8 City State Zip Day Telephone: MCI) 8G9 - 0999 E -Mail Address: Fax Number: (9v 9) R 6 q - DC? g Company Name: S €I Z IA 1 c YVAkt r i al Mailing Address: t (DI At I c wrk c k. Contact Person: S41. "Tol V1 Q:\Applications\Penns- Applications On Line\3 -2006 - Permit Application.doc Revised: 9 -2006 b6 j 7( ( -II (For office use only) Building Permit No. Mechanical Permit No. Plumbing/Gas Permit No. Public Works Permit No. Project No. Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. * *Please Print ** King Co Assessor's Tax No.: 91i2.?,04- , -S Suite Number: Floor: I./WA New Tenant: ❑ Yes ❑ .. No City wt, 18I8' State Zip Day Telephone: (Feb) Boa -- 6, obn ITAY -u t t WA qS ISPA City State Zip Fax Number: (g66) 0 24(0 — 0 2 P, S (o Se l-t e_ w R 91,21 City State Zip Day Telephone: �2o&) 3ga - 3443 Fax Number: (.Po(o) 3 got — 314 0 Expiration Date: SeecW City col 943101 State Zip Day Telephone: (b( (oot4 - 3a I -0 Fax Number: Cane,) 'o24 - 3z4 3 Page 1 of 6 BUILDING PERMIT INFORMA T ION - 206 -431 -3670 Valuation of Project (contractor's bid price): $ 0200 COO Existing Building Valuation: $ Scope of Work (please provide detailed information): StOCIZ nowt Stis -Ce . Will there be new rack storage? Yes D.. No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ Yes ❑ No If `yes ", explain: FIRE 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: Applications\Fonns- Applications On Line 3 -2006 - Permit Application.doc Revised: 9 -2006 bh Page 2 of 6 Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC la Floor 2n Floor 3`" Floor Floors thru Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck BUILDING PERMIT INFORMA T ION - 206 -431 -3670 Valuation of Project (contractor's bid price): $ 0200 COO Existing Building Valuation: $ Scope of Work (please provide detailed information): StOCIZ nowt Stis -Ce . Will there be new rack storage? Yes D.. No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ Yes ❑ No If `yes ", explain: FIRE 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: Applications\Fonns- Applications On Line 3 -2006 - Permit Application.doc Revised: 9 -2006 bh Page 2 of 6 PERMIT APPLICATION NOTES — Applicable to all permits in this application Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. Building and Mechanical Permit The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). Plumbing Permit The Building Official may grant one extension of time for an additional period not exceeding 180 days. The extension shall be requested in writing and justifiable cause demonstrated. Section 103.4.3 Uniform Plumbing Code (current edition). 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 • ' AUTHORIZED AGENT: Signature Print Name: ; 1 n W S e r Mailing Address: (D ; ."2- , SOt ki1nrtt •t +?/ 4c Date Application Accepted: Q: Applications\Fomu- Applications On Linel3 -2006 - Permit Application. doe Revised: 9 -2006 bh Date: 4/1"/61 - Day Telephone: ( goal 6000 Tc,trwi k WA 99!89, City State Zip Date Application Expires: 6 01 4 Staff Initials: Page 6 of 6 Receipt No.: R07 -00831 Payee: MARK & TRACEY HILLIARD ACCOUNT ITEM LIST: Description PLAN CHECK - NONRES 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 Parcel No.: 2623049023 Permit Number: D07 -045 Address: 1068 SOUTHCENTER MALL TUKW Status: ISSUED Suite No: Applied Date: 02/07/2007 Applicant: JC PENNEY Issue Date: 02/26/2007 Initials: JEM Payment Date: 05/14/2007 01:39 PM User ID: 1165 Balance: $0.00 TRANSACTION LIST: Type Method Description Amount Payment Check 11324 58.00 Account Code Current Pmts 000/345.830 58.00 Total: $58.00 Payment Amount: $58.00 8187 05/14 9716 TOTAL 58.00 doc: Receipt -06 Printed: 05-14 -2007 Receipt No.: R07 -00286 Payee: BNBUILDERS, INC. 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.ci.tukwila.wa.us RECEIPT Parcel No.: 2623049023 Permit Number: D07 -045 Address: 1068 SOUTHCENTER MALL TUKW Status: APPROVED Suite No: Applied Date: 02/07/2007 Applicant: JC PENNEY Issue Date: Initials: JEM Payment Date: 02/26/2007 04:02 PM User ID: 1165 Balance: $0.00 TRANSACTION LIST: Type Method Description Amount Payment Check 10866 1,930.48 BUILDING - NONRES 000/322.100 STATE BUILDING SURCHARGE 000/386.904 Account Code Current Pmts Payment Amount: $ 1,930.48 1,925.98 4.50 Total: $1,930.48 727 :27 271-:. T7 A: 19K, K.. doc: Receipt -06 Printed: 02 -26 -2007 Payee: BNBUILDERS, INC. TRANSACTION LIST: Type Method Description ACCOUNT ITEM LIST: Description PLAN CHECK - NONRES 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 Parcel No.: 2623049023 Permit Number: D07 -045 Address: 1068 SOUTHCENTER MALL TUKW Status: PENDING Suite No: Applied Date: 02/07/2007 Applicant: JC PENNEY Issue Date: Receipt No.: R07 -00179 Payment Amount: $1,251.89 Initials: JEM Payment Date: 02/07/2007 10:24 AM User ID: 1165 Balance: $1,930.48 Amount Payment Check 10478 1,251.89 Account Code Current Pmts 000/345.830 1,251.89 Total: $1,251.89 ,, 02/07 ink-{`, r1nr. Racwint -(1R Printari: 07 -07 -7007 COMMENTS: h?,1 — 4pptu/e6 Address: /O � ' PM // (foilykie /1'- 7 Special Instructions: Date anted: wz7': 5-e- ;: te9/ / #r ?ri4-? os/I47rtit 3 -7 - eP Pro' Type of I pection: Address: /O � ' PM // Date Called: Special Instructions: Date anted: Requester: Phone No. l/ / / / _ )6- 71- g6W) INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION K 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. J Ree.t No.: 0 REINSPECTION F REQUIRE . Prior to inspection, fee must be pal at 6300 Southcenter =lvd., Suit 00. Call to schedule reinspection. 'Date: Proje Type of Inspection: Address: I D( 'All A(1 Date Called: Special Instructions: Date Wanted: 7 10-06 � C am • p.m. Requester: Phone No: INSPECTION RECORD Retain a copy with permit _Ot INSPECTION NO. PE MIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. COMMENTS: Nof 044 r„( et( j2 �o Inspector: (Date: 7 —t0 - �g UI $60.00 ' INSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. (Receipt No.: IDate: COMMENTS: Crte„+ 41J i thI f r, r7,f t r,- Pv.„,s 4,i p,,,,,,,... t. » fr 7Fer icy e„,14 0(p- ., 17 v1 } rcc f0 Date Called: 1 I- , l/ L i ft et f...- IVe ., r-2.,4, f l —/ w, � k / 7 r,-% /I tt ll1lA1fiMS TI-1,r S` re-A45l.C'! \ 4.4 ProvJl/_ 4 C / / G( YAPA pi -,...-,4- t J le a. Requester: Phone No: - 77/ -5 6q U Project,/. C ^ 1 � Type of Inspection: Ad ' 8 " 6 /( I Date Called: Special Instructions: __2D6 Date Wanted: e — z 3 — Uff.) a. Requester: Phone No: - 77/ -5 6q U O z ppproved per applicable codes. INSPECTION RECORD Retain a copy with permit /)07- -o`6 INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Inspector: n $60. REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Elva:, Suite 100. Call to schedule reinspection. (Receipt No.: 'Date: r� ® Corrections required prior to approval. (Date: ca-- 23_ COMMENTS: Type of Inspection: F „vfe_. Address: /U 6 &: mil-// Date Called: f x f�ncf i .1 F�/- £P PA s T� {rr, s'G n o 5? .-1 « TA kl 4 o fs Requester: Phone No a `- yc / -46C0 Pr C PR Afitiy Type of Inspection: F „vfe_. Address: /U 6 &: mil-// Date Called: Special Instructions: Date Wanted: iv- o8 a p.m. Requester: Phone No a `- yc / -46C0 3 INSPECTION NO. INSPECTION RECORD Retain a copy with permit Do7 - -6 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)43 1 -3670 El Approved per applicable codes. ® Corrections required prior to approval. inspector_ $58.00 IER NSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. 'Receipt No.: 'Date: Date: COMMENTS: Type of Inspection: `' //U <7 Address: /7,f . 9)i�hf /- ___... 0 - 1)F Date Called: _ 0 tC !U c/ O G i 0 Z-! L Special Instructions: _ Date Wanted: © 4:01 (a cc.' ri 4 rit /Hy ) Requester: /7 i // 04 j / tT Phone No: - 4' / - 9-‘9" v Project: ' / Type of Inspection: `' //U <7 Address: /7,f . 9)i�hf i�7A // Date Called: Special Instructions: ,-,?D4 Date Wanted: a.m. Requester: Phone No: - 4' / - 9-‘9" v INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Inspector: INSPECTION RECORD Retain a copy with permit z 461.! L) S (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. 'Date: $58.00 REINSP ION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. 'Receipt No.: 'Date: Project_ U ( / Type of Inspection: 4 7 / 0 -., Address: / %Qo C.7 Me, /, Date Called: Special Instructions: Date Wanted: p.m. Requester: Phone No: 2,46 - 4W--74 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Ei Approved per applicable codes. INSPECTION RECORD Retain a copy with permit . , 7t9L/S PERMI (2 06)43 1 -3 C orrections required prior to approval. COMMENTS: Date:--) El $58.1 • • INSPECTION Fit REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: 'Date: 7 March 2007 City of Tukwila Building Department 6300 Southcenter Blvd, Suite 100 Tukwila, Washington 98188 -2544 Project: JC Penney - Southcenter Permit Number: D07 -045 Address: Southcenter Mall Job Number: 07 -112 We herewith certify that we have completed the following special inspections. To the best of our knowledge, the work inspected was in conformance with the approved plans and specifications and the applicable workmanship provision of the building code. All typewritten reports have been mailed to your office or are enclosed. All reports appear to be complete. This report should not be considered as a warranty for conditions and /or details of the building. Items inspected are: 1. Structural steel erection /welds 2. Epoxy grouting (rebar) Sincerely, OTT OSENAU & ASSOCIATES, INC. eanne L. Parvin Enclosures cc & fax c: BN Builders, Inc. OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing 6747 M. L. King Way South, Seattle, Washington 98118 -3216 USA Tel: (206) 725 -4600 • Toll Free: (888) OTTO -4 -US • Fax: (206) 723 -2221 WBE W2F5913684 • WABO Registered Agency • Website: www.ottorosenau.com RECEIVED MAR 0 9 2007 DEVELOPMENT E OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing Report Number. 55553 Description: Structural Steel Erection Project: Address: Client Inspector and Date Denny Newman 2/26/2007 Copies to: Owner Architect Engineer JC Penny — Southcenter Southcenter Mall, Tukwila BN Builders, Inc. CONSTRUCTION INSPECTION REPORT Permit Number: Job Number: Client Address: Remarks Visually inspected fillet welds in the HVAC retrofit in the storage area per engineer's supplemental detail of 2/26/2007 included with approved plans and specifications. E7018 electrodes were used. WABO certified welder = D Wilcox #W01962, expires 7/2007 Conforms X Contractor X Building Dept. Technical Responsibir RECErvED /MAR 4 92007 D vELO Ni 007 -045 07 -112 2601 4 Ave, Ste 350, Seattle David Lyal, Technical Director This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 6747 M.L. IGng Way S., Seattle, Washington 98118 - Phone (206) 725 -4600 or 1- 888 - OTTO -4-US - Fax (206) 723 -2221 Form No.: ADMIN -63-01 (Rev 05/03) OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing Report Number. 55554 Description: Epoxy Project Address: Client Inspector and Date Denny Newman 2/26/2007 Copies to: Owner Architect Engineer JC Penny — Southcenter Southcenter Mall, Tukwila BN Builders, Inc. Inspected contractors installation of grade 60 rebar from Nucor into clean, epoxy filled holes of proper depth in existing concrete for slab infill in storage area as per engineer's supplemental detail of 2/21/2007 included with approved plans and specifications. Hilti Hy 150 epoxy expires 5/2007. Contractor employed bar -locks for rebar splices as per engineer's supplemental detail. Conforms CONSTRUCTION INSPECTION REPORT Permit Number. Job Number Client Address: Remarks RECEIV L) [MAR 0 9 2001 COMMUNITY DEVELOPMENT D07 -045 07 -112 2601 4 Ave, Ste 350, Seattle X Contractor X Building Dept. Technical Responsibility: David Lyal, Technical Director This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 6747 M.L. tang Way S., Seattle, Washington 98118 — Phone (206) 725 -4600 or 1-888-OTTO-4-US — Fax (206) 723 -2221 Form No.: ADMIN -63-01 (Rev 05/03) 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 SEIZMIC MATERIAL HANDLING ENGINEERING EST. 1985 SEISMIC ANALYSIS STRUCTURAL DESIGN CITY APPROVALS STATE APPROVALS PRODUCT TESTING FIELD INSPECTION SPECIAL FABRICATION PERMITTING SERVICES ME COPY Permit No. 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 �1 nnnucn FEB 13 2007 SEISMIC ANSIS OF SE•IEL \LI CATWALK FOR 7C 'PENNEY 1200 SOUTH CENTER MALL City Of Tukwila BUILDING DIVISION Plan • G ; 161 ATLANTIC STREET * POMONA CITYOFTUI<WILA FEB 0 7 ?007 PERMITCENTER PO1-GXff * CA 91768 * TEL: (909) 869 -0989 * FAX: (909) 869-0981 SEIZMIC INC. MATERIAL HANDLING ENGINEERING TEL: (909) 869 -0989 • FAX: (909) 869 -0981 161 ATLANTIC AVENUE • POMONA, CA 91768 PROJECT FOR SHEET NO. CALCULATED BY DATE JC PENNEY LEGGETT & PLATT 2 RF 1/25/2007 Morgan Marshall Shelving /Catwalk Analysis Project Scope: The purpose of this analysis is to ensure that the system complies with the specifications set forth in the 2003 International Building Code. The system will be analyzed with respect to the most critical configuration and foriti and seismic forces. The system is prefabricated and is to be field installed only, with no field welding. Project Parameters: The system will be analyzed as a steel storage rack utilizi *ection 2208 f the 2003 International Building Code. �,;,- The system is stabilized by Horizontal braces along the Transverse direction acting as a moment frame system. Along the Longitudinal direction the system is completely dependant upon the X- braces installed at certain bays. The columns, shelves, horizontal and diagonal braces will be justified utilizing Section 1617.5.1 for seismic forces where: Protect Specifications: Wseismic = .wLL- shelf /n + wDL -shelf + wDL- catwalk + wLL- storage /4 wLL - catwalk = 60.00 PSF wLL- storage = 125.0 PSF wDL- catwalk = 5.000 PSF wLL -shelf = 10.00 PCF wDL -shelf = 100 LB Bolts - Astm A325 or Grade 5. Welds - 1/8" Minimum E70XX Anchors - 1/4 "0 x 2" Minimum Embedment Ramset/Redhead Trubolt anchors ICC #1372 V = Cs x W Cs= (2 /3)xFaxSsxl /R Fa = 1 Ss = 1.34 I= 1.0 R =4 • Slab - 5" x 2,500 psi Soil - 1000 psf <_= Elevated Platform <_= Storage < == Per Frame Steel - Columns, Astm A570 Grade 50, Fy = 50,000 psi W and C sections, Astm A572, Grade 50, Fy = 50,000 psi All others, Astm A570 Grade 33, Fy = 33,000 psi M I both static •or1 iIrrrw _J INC. MATERIAL HANDLING ENGINEERING TEL: (909) 869 -0989 • FAX: (909) 869 -0981 161 ATLANTIC AVENUE • POMONA, CA 91768 PROJECT FOR SHEET NO. CALCULATED BY DATE JC PENNEY LEGGETT & PLATT 3 RF 1/25/2007 Column C3/4 x 1 1/2 x 16ga. Stress = 0.34 Deck Beam C3 x 1 5/8 x 16ga. Stress = 0.47 Bracing Brace 26ga. Panel Stress = 1.25 Brace 3/4 x 16ga. Strap Stress = 1.32 OK OK Deck Joist C3 x 1 5/8 x 16ga. Stress = 0.12 Anchors (1) 1/4 "0x2 Stress = 0.92 OK Slab & Soil 4" x 2,500 psi w/ 1000 psf Punct. = 0.64 Tension = 0.34 OK INC. MATERIAL HANDLING ENGINEERING TEL: (909) 869 -0989 • FAX: (909) 869 -0981 161 ATLANTIC AVENUE • POMONA, CA 91768 PROJECT JC PENNEY FOR LEGGETT & PLATT SHEET NO. 4 CALCULATED BY RF DATE 1/25/2007 Summary & Elevation - Shelf with Catwalk 29 " 29" 29" 29" 29" 1 8 " 12" 98" 18" r Shelf Load = 10.0 PCF Catwalk Load = 60.00 PSF INC. MATERIAL HANDLING ENGINEERING TEL: (909) 869 -0989 • FAX: (909) 869 -0981 161 ATLANTIC AVENUE • POMONA, CA 91768 Loads & Distribution - Shelf with Catwalk Analysis based on Section 2208 of the 2003 International Building Code Shelf #1 Column Moment Loads: Level Fa = 1 wLL -shelf = 10.0 PCF Ss = 1.34 wDL -shelf = 100.0 LB I = 1 wLL catwalk = 1,080.0 LB R = 4 wDL- catwalk = 90.00 LB V = (2/3) x 1 x 1.34 x 1 x Wseismic / (4 x 1.4) = 0.160 Wseismic Shelf Volume #1 = 56.00 FTA2 Shelf Volume #2 = 84.00 FTA2 Shelf Volume #3 = 112.0 FTA2 Catwalk = 18.00 FTA2 < == 14' x 12" x 48" < == 14' x 18" x 48" <_= 14' x 24" x 48" Wseismic = wLL- shelf /2 + wDL -shelf + wDL- catwalk Shelf wLL -shelf Vtotal 1 560 LB 90 LB 2 840 LB 120 LB 3 1,120 LB 149 LB hx wx wx hx 1 6.000 IN 59 LB 3541N -LB 0.19 LB 270 IN -LB 6/3 IN -LB 2 24.00 IN 83 LB 1,980 IN -LB 1.06 LB 404 IN -LB 935 IN -LB 3 48.00 IN 94 LB 4,526 IN -LB 2.42 LB 532 IN -LB 1,049 IN -LB 4 72.00 IN 94 LB 6,789 IN -LB 3.63 LB 517 IN -LB 1,012 IN -LB 5 96.00 IN 1,264 LB 121,371 IN -LB 64.99 LB 495 IN -LB 601 IN -LB 6 120.0 IN 94 LB 11, 3141N =LB 6.06 LB 105 IN -LB 174 IN -LB 7 144.0 IN 94 LB 13,577 IN -LB 7.27 LB 69 IN -LB 95 IN -LB 8 168.0 IN 47 LB 7,920 IN -LB 4.24 LB 25 IN -LB 25 IN -LB 1,830 LB 167,831 IN -LB 89.9 LB 2,110 LB 191,381 IN :LB 119.6 LB PROJECT JC PENNEY FOR LEGGETT & PLATT SHEET NO. 5 CALCULATED BY RF DATE 1/25/2007 Fi Mcol Mconn. Shelf #2 Column Moment Loads: Level hx wx wx hx Fi Mcol. Mconn. 1 6.000 IN 842E 504 IN LB 0.31 LB 359 IN - LB 896 IN -LB 2 24.00 IN 118 LB 2,820 IN -LB 1.76 LB 537 IN -L 1,242 IN -LB 3 48.00 IN 134 LB 6,446 IN -LB 4.03 LB 705 IN -LB 1,387 IN -LB 4 72.00 IN 134 LB 9,669 IN -LB 6.04 LB 681 IN -LB 1,326 IN -LB 5 96.00 IN 1,304 LB 125,211 IN -LB 78.28 LB 645 IN -LB 820 IN -LB b 110.0 IN 134 Lb 16,114 IN -Lb 1U.U/ Lb 1/6 IN -Lb 19U IN -Lb 7 144.0 IN 134 LB 19,337 IN -LB 12.09 LB 115 IN -LB 157 IN -LB 8 168.0 IN 67 LB 11,280 IN -LB 7.05 LB 42 IN -LB 42 IN -LB INC. MATERIAL HANDLING ENGINEERING TEL: (909) 869 -0989 • FAX: (909) 869 -0981 161 ATLANTIC AVENUE • POMONA, CA 91768 PROJECT FOR SHEET NO. CALCULATED BY DATE JC PENNEY LEGGETT & PLATT 6 RF 1/25/2007 Loads &Distribution- Shelf Loading only cont. Shelf #3 Column Moment Loads: Level 1 2 3 4 5 6.0001N 24.00 IN 48.00 IN 72.00 IN 96.00 IN 109 LB 153 LB 174 LB 174 LB 1,344 LB 6541N-1B 0.49 LB 3,660 IN -LB 2.73 LB 8,366 IN -LB 6.24 LB 12,549 IN -LB 9.36 LB 129,051 IN -LB 96.27 LB 448 IN-LB 1,118 IN -LB 670 IN-LB 1,547 IN -LB 877 IN-LB 1,717 IN -LB 840 IN-LB 1,623 IN -LB 784 IN-LB 990 IN-LB 6 7 8 Column Axial Load: Level 1 1 IN -LB 2 25 IN -LB 3 116 IN -LB 4 262 IN-LB 5 6,239 IN -LB 6 727 IN-LB 7 1,047- IN -LB 8 712 IN -LB Level 1 2 3 4 5 6 7 8 Puplift #2 = Puplift #3 = hx wx 120.0 IN 174 LB 20,9141N -LB 144.0 IN 174 LB 25,097 IN -LB 168.0 IN 93 LB 15,680 IN -LB 2,303 LB Movt. #1 Movt. #2 Pstatic #1 Pstatic #2 891 LB 862 LB 821 LB 774 LB 726 LB 94 LB 47 LB 71 LB 2 IN -LB 42 IN-LB 193 IN -LB 435 IN-LB - 7,515 IN -LB 1,209 IN -LB 1,741 IN -LB 1,185 IN-LB 1,021 LB 979 LB 921 LB 854 LB 786 LB 134 LB 67 LB 101 LB Puplift #1 = [Movt x 1.15 - Wtotal x 12 I = 375 LB wx hx 200,291 IN -LB 149.4 LB Movt. #3 3 IN -LB 66 IN -LB 300 IN-LB 674 IN-LB 9,242 IN-LB 1,872 IN-LB 2,696 IN -LB 1,965 IN -LB Pstatic #3 Pseismic #1 Pseismic #2 Pseismic #3 1,151 LB 1,097 LB 1,021 LB 934 LB 846 LB 174 LB 87 LB 134 LB N/1.5]/12IN [Movt x 1.15 - Wtotal x 18 IN / 1.5] / 18 IN 101 LB [Movtx 1.15 - Wtotal x24 IN / 1.5]/24 IN -67 LB Fi Mcol Mconn. 15.60 LB 206 IN -LB 318 IN -LB 18.72 LB 112 IN -LB 112 IN -LB 11.70 LB 0 IN -LB 0 IN -LB 761 LB 761 LB 759 LB 749 LB 727 LB 207 LB 147 LB 59 LB 685 LB 701 LB 684 LB 701 LB 682 LB 698 LB 671 LB 685 LB 647 LB 657 LB 230 LB 272 LB 163 LB 194 LB 66 LB 82 LB INC. MATERIAL HANDLING ENGINEERING TEL: (909) 869 -0989 • FAX: (909) 869 -0981 161 ATLANTIC AVENUE • POMONA, CA 91768 PROJECT JC PENNEY FOR LEGGETT & PLATT SHEET NO. 7 CALCULATED BY RF DATE 1/25/2007 Transverse Column Analysis Level 6 Analyzed per AISI and the 2003 IBC. Section properties are based on net sections. P= 447 LB M= 206 IN-LB 3/4" KxLx/nc = 1*24 IN/0.2109 IN = 113.8 <___ (KI /r)max KyLy /ry = 1*24 IN/0.4653 IN 51.6 ro= (rx "2 + ryA2 + xoA2)A0.5 = 0.511 IN R= 1- (xo /ro)A2 (EQ. C4.2 -3) 1.000 Fe IS TAKEN AS THE SMALLER OF Fel AND Fe2: Fel= TrA2E /(KL/r)maxA2 (EQ C4.1 -1) = 22.5 KSI aex= TrA2E /(KxLx/rx)A2 (EQ C3.1.2 -7) = 22.5 KSI at= 1 /AroA2[GJ +(TrA2ECw) /(KtLt) (EQ C3.1.2 -9) = 68.48 KSI Fe2= ( 1/ 2B)*{( aex+ at)- [(aex +at) (4 *f3 *aex *at)] (EQ C4.1 -1) = 22.5 KSI Fe= 22.5 KSI SECTION PROPERTIES Fy/2= 25.0 KSI A= 0 iN SINCE, Fe < Fy /2 B= 1 50 0 -1 THEN, Fn= Fe (EQ. C4-4) C= D.0001 = 22.5 KSI t = 0 060 Pn= Aeff Fn (EQ C4 -2) Aeff = 0.201 INA2 = 4,525 LB Ix = 0.009 INA4 f)c= 1.92 Sx = 0.036 INA3 rx = 0.211 IN Pa= Pn /Qc (EQ C4 -1) ly = 0.044 INA4 = 2,357 LB Sy = 0.053 INA3 P /Pa= 0.19 > 0.15 ry = 0.465 IN THUS, CHECK: P /Pa + (Cmx *Mx) /(Max *px) s 1.33 (EQ C5 -1) J = 0 000 IN P /Pao + Mx/Max 5 1.33 (EQ C5-2) Cw = Pno= Ae *Fy xo = = 10,063 LB Kx = Pao= PnofQc Lx = = 5,241 LB Ky Me= Cb *ro *Aeff*(aey *at)A0.5 Ly = 2400, = 9 IN -K Kt =1 My= Sy *Fy Lt = 24.00 IN = 2,638 IN-LB FY Mc= My[1- My /(4Me)] G= 11,300 = 2,443 IN -LB E= 29,500 KSI Max =Maxo= Mc/Of Cmx= 0.85 = 1,463 IN -LB Cb= 1.00 px= {1/[1- (Oc *P/Pcr)]}A -1 Of= 1.67 = 0.81 (447 LB/2357 LB) + (0.85 *206 IN- LB)/(1463 IN -LB *0.81) = 0.34 < 1.33, OK (EQ C5 -1) (447 LB/5241 LB) + (206 IN- LB/1463 IN -LB) = 0.23 < 1.33, OK (EQ C5-2) 1 1/2" /4' 16 ga. r i C INC. MATERIAL HANDLING ENGINEERING TEL: (909) 869 -0989 • FAX: (909) 869 -0981 161 ATLANTIC AVENUE • POMONA, CA 91768 PROJECT FOR SHEET NO. CALCULATED BY DATE JC PENNEY LEGGETT & PLATT 8 RF 1/25/2007 Transverse Brace Analysis 24" deep Braces will be provided @ certain bays to provide lateral stability along the longitudinal direction. The sole purpose of these braces is to absorb all lateral forces and stabalize the system. Bracing capacity is completely governed by either the tension capacity of the brace or the sehar caapcity of the connection bolt. Veff = Vtotal = 149 LB Vdiag = V x (Ldiag /Lhoriz) = 334 LB < = == SEISMIC LOAD IN TENSION Tension Capacity of the Strap: Agross = 1 IN x 0.02 IN = 0.02 INA2 Anet = 0.75 IN x 0.02 IN = 0.015 INA2 or Tallow = 0.6 x Fy x Agross = 0.6 x 33000 PSI x 0.015 INA2 = 527 LB Tallow = 0.5 x Fu x Anet = 0.5 x 52000 PSI x 0.015 INA2 = 390 LB Tcap -eff. = 390 LB Check Screw cacpacity for shear loads: Check shear capacity of screw per chapter E4 of the 1996 AISI Cold Formed Steel Manual. 0 = 3 SHEAR IS TAKEN AS LEAST OF Pns: Pns = 4.2 x (t2 ^3 x d) ^0.5 x Fu2 = 4.2 x [(0.05 IN) ^3 x 0.19 IN] ^0.5 x 65000 PSI = 1,330 LB Pns= 2.7xt1 xdxFul = 2.7 x 0.03 IN x 0.19 IN x 52000 PSI = 800 LB Pns = 2.7 x t2 x d x Fu2 = 2.7 x 0.05 IN x 0.19 IN x 65000 PSI = 1,667 LB Pns -eff /0 = 800 LB /3 = 267 LB Peff. = 267 LB Vdiag.!Peff. = 1.25 < 1.33, OK Brace Properties: Lhoriz. = 24.00 IN Lvert. = 48.00 IN Ldiag. = 53.67 IN Panel Thickness = 0.020 IN Eff. Panel Width = 1.000 IN Fy = 33,000 PSI Fu = 52,000 PSI Screw 0 = 0.19 IN Hole 0 = 0.25 IN tl =brace thickness = 0.030 IN t2= column thickness = 0.050 IN Fu1 =Fu of brace = 52,000 PSI Fu2 =Fu of column = 65,000 PSI d =Screw 0 = 0.190 IN INC. MATERIAL HANDLING ENGINEERING TEL: (909) 869 -0989 • FAX: (909) 869 -0981 161 ATLANTIC AVENUE • POMONA, CA 91768 PROJECT FOR SHEET NO. CALCULATED BY DATE JC PENNEY LEGGETT & PLATT 9 RF 1/25/2007 Longitudinal Brace Analysis Braces will be provided @ certain bays to provide lateral stability along the longitudinal direction. The sole purpose of these braces is to absorb all lateral forces and stabilize the system. Bracing capacity is completely governed by either the tension capacity of the brace or the shear capacity of the connection bolt. or Veff = Vlong = 149 LB Vdiag = V x (Ldiag /Lhoriz) = 211 LB < = == SEISMIC LOAD IN TENSION Tension Capacity of the Strap: Agross = 0.75 IN x 0.0598 IN = 0.0598111 Anet = 0.5 IN x 0.0598 IN = 0.0299 INA2 Tallow = 0.6 x Fy x Agross = 0.6 x 33000 PSI x 0.044911%1 = 1,575 LB Tallow = 0.5 x Fu x Anet = 0.5 x 52000 PSI x 0.0299 INA2 = 777 LB Tcap -eff. = 777 LB Check Screw capacity for shear loads: Check shear capacity of screw per chapter E4 of the 1996 AISI Cold Formed Steel Manual. f2 =3 SHEAR IS TAKEN AS LEAST OF Pns: Pns = 4.2 x (t2 ^3 x d) ^0.5 x Fu2 = 4.2 x [(0.05 IN) ^3 x 0.19 INJ ^0.5 x 65000 PSI = 1,330 LB Pns= 2.7xtlxdxFul = 2.7 x 0.018 IN x 0.19 IN x 52000 PSI = 480 LB Pns = 2.7 x t2 x d x Fu2 = 2.7 x 0.05 IN x 0.19 IN x 65000 PSI = 1,667 LB Pns -eff /O = 480 LB /3 = 160 LB Peff. = 160 LB Vdiag./Peff. = 1.32 < 1.33, OK Brace Properties: Lhoriz. = 48.00 IN Lvert. = 48.00 IN Ldiag. = 67.88 IN Strap Thickness = 0.060 IN Strap Width = 0.750 IN Fy = 33,000 PSI Fu = 52,000 PSI Screw 0 = 0.19 IN Hole 0 = 0.25 IN tl =brace thickness = 0.018 IN t2= column thickness = 0.050 IN Fu1 =Fu of brace = 52,000 PSI Fu2 =Fu of column = 65,000 PSI d =Screw 0 = 0.190 IN INC. MATERIAL HANDLING ENGINEERING TEL: (909) 869 -0989 • FAX: (909) 869 -0981 161 ATLANTIC AVENUE • POMONA, CA 91768 PROJECT JC PENNEY FOR LEGGETT & PLATT SHEET NO. 10 CALCULATED BY RF DATE 1/25/2007 Overturning Analysis Shelving #1 Puplift = 375 LB Vpost = 90 LB Interaction Equation: Shelving #1 Puplift = 101 LB Vpost = 120 LB Interaction Equation: Interaction Equation: Tallowable = 406 LB Vallowable = 560 LB Anchors per plate = 1 [375 LB/ 406 LB] ^(5/3) + [90 LB/ 560 LB] ^(513) = 0.92 < 1.0, Therefore Ok Tallowable = 406 LB Vallowable = 560 LB Anchors per plate = 1 [101 LB/ 406 LB] ^(5/3) + [120 LB/ 560 LB] "(5/3) = 0.17 < 1.0, Therefore Ok Shelving #1 Puplift = 0 LB Tallowable = 406 LB Vallowable = 560 LB Vpost = 149 LB' Anchors per plate = 1 [0 LB/ 406 LB] ^(513) + [149 LB/ 560 LB] "(513) = 0.11 < 1.0, Therefore Ok MATERIAL HANDLING ENGINEERING TEL: (909) 869 -0989 • FAX: (909) 869 -0981 161 ATLANTIC AVENUE • POMONA, CA 91768 PROJECT JC PENNEY FOR LEGGETT & PLATT SHEET NO. 11 CALCULATED BY RF DATE 1/25/2007 Deck Joist Analysis ANALYZE BEAM AS HAVING PINNED CONNECTIONS. W = LOAD *TRIG WIDTH = 40 PSF * 2 FT = 80.00 LB /FT V= W *U2 = 80 LB /FT * 3.5 FT /2 = 140 LB M = WL ^2/8 = 80 LB/FT * (3.5 FT) ^2 *12/8 = 1,470 IN -LB Fb = (0.6) *(Fy) = 0.6 * 50000 PSI = 30,000 PSI V max Mmax fb = M /Sx = 1470 IN-LB/0.42441 I N ^3 = 3,464 PSI Deck Beam: C3 x 1 5/8 16ga. LOAD= 40 PSF fb /Fb= 3464 PSI /30000 PSI TRIB WIDTH= 2.00 FT = 0.12 5 1.0 OK L = 3.50 FT Fy = 50,000 PSI Ix = 0.64 INA4 Sx = 0.42 INA4 r tr171 11414.411 141C INC. MATERIAL HANDLING ENGINEERING TEL: (909) 869 -0989 • FAX: (909) 869 -0981 161 ATLANTIC AVENUE • POMONA, CA 91768 PROJECT JC PENNEY FOR LEGGETT & PLATT SHEET NO. 12 CALCULATED BY RF DATE 1/25/2007 Deck Beam Analysis ANALYZE BEAM AS HAVING PINNED CONNECTIONS. W = LOAD*TRIB WIDTH = 125 PSF *2 FT = 250.00 LB /FT V= W *L/2 = 250 LB /FT *4 FT /2 = 500 LB M = WLA2/8 = 250 LB /FT * (4 FT)A2 *12/8 = 6,000 IN -LB Fb = (0.6) *(Fy) = 0.6 * 50000 PSI = 30,000 PSI fb = M /Sx = 6000 IN- LB/0.42441 IN ^3 = 14,137 PSI fb /Fb= 14137 PSI /30000 PSI = 0.47 - 5 1.0OK V max Mmax M Deck Beam: C3 x 1 5/8 16ga. LOAD= 125 PSF TRIB WIDTH= 2.00 FT L= 4.00 FT Fy = 50,000 PSI Ix = 0.64 INA4 Sx = 0.42 INA4 DL- total /col = 95 LB LL- total /col = 1,100 LB E = 701 LB Load combination (12 -1) Load combination (12 -2) S INC. MATERIAL HANDLING ENGINEERING TEL: (909) 869 -0989 • FAX: (909) 869 -0981 161 ATLANTIC AVENUE • POMONA, CA 91768 Load Combination Slab & Soil PER SECTION 1605.2.1 OF THE 2003 IBC. Load combination per 2003 IBC (16 -1) 1.4D 1.4D (16 -2) 1.2D + 1.6L +0.5(Lr or S) 1.2D + 1.6L (16 -3) 1.2D + 1.6(Lr or S) + (f1 L or 0.8W) 1.2D + 1.0L (16-4) 1.2D + 1.6W + f1 L + 0.5(Lr or S) 1.2D + 1.0L (16 -5) 1.2D + 1.0E + (f1 L + f2S) 1.2D + 1.0E + 1.0L (16-6) 0.9D + (1.0E or 1.6W) 0.9D + 1.0E Pmax = 1.4D = 1.4x95 LB = 133 LB Pmax = 1.2D + 1.6L = 1.2x95 LB +1.6x1100 LB = 1,893 LB Load combination (12 -3) & (12-4) Pmax = 1.2D + 1.0L = 1.2x95 LB +1.Ox1100LB = 1,214 LB Load combination (12 -5) Pmax = 1.2D + 1.0E + 1.0L = 1.2x95 LB +1.0x701 LB +1.Ox1100LB = 1,915 LB Load combination (12-6) Pmax = 0.9D + 1.0E = 0.9 x 95 LB + 1.0 x 701 LB = 786 LB PROJECT JC PENNEY FOR LEGGETT & PLATT SHEET NO. 13 CALCULATED BY RF DATE 1/25/2007 Resultant Load combination r i lli g7 "1"4 ""sVHC INC. MATERIAL HANDLING ENGINEERING TEL: (909) 869 -0989 • FAX: (909) 869 -0981 161 ATLANTIC AVENUE • POMONA, CA 91768 PROJECT JC PENNEY FOR LEGGETT & PLATT SHEET NO. 14 CALCULATED BY RF DATE 1/25/2007 Seismic Slab & Soil Analysis THE SLAB IS CHECKED FOR PUNCTURE STRESS. IF NO PUNCTURE OCCURS THE SLAB IS ASSUMED TO DISTRIBUTE THE LOAD OVER A LARGER AREA OF SOIL HENCE, ACTING AS A FOOTING. CONCRETE IS REIN (A) PUNCTURE (B) BEARING (C) SLAB TENSION Pmax = 1,915 LB Fpunct = 2.66 x (F'c "0.5) = 2.66 x (2500 PSI) "0.5 = 133 PSI Apunct = [(Weff. +t/2) +(Deff. +t /2)] x 2 x t = [(1.5 IN + 4 IN/2) + (1.5IN +4 IN /2)]x2x4IN = 56 INA2 fv /Fv = P/[(Apunct)(Fpunct)] = 1915 LB/[56 INA2 x 133 PSI x 0.65] OBn= 0.85 x 0 x fc x Al = 3,108 LB Pu /OBn= 1915LB/3108 LB Asoil = P/[1.33 x fs] = 1915 LB/[1.33 x 500 PSF/(144INA2/FTA2)] = 414 IN "2 L = Asoil "0.5 = (413.59 IN "2)"0.5 = 20.3 IN Sconc = 1 IN x (t "2)/6 = 1 IN x (4 IN)A2/6 = 2.67 INA3 Fconc= 5x0xfc"0.5 = 5 x 0.65 x (2500 PSI)A0.5 = 162.5 PSI fb /Fb = Mconc/[(Sconc)(Fconc)] = 127.07 IN- LB/[(2.67 IN "3)(162.5 PSI)] 10.29 < 1.0 OK I 10.40 < 1.0 OK 10.62 <1.0 OK 1 BASE PLATE Weff. = 1.5 IN Deff. = 1.5 IN Al = 2.3 INA2 B = [(Weff.)(Deff.)] "0.5 + t CONCRETE = [1.5INx1.5IN] "0.5 +4 t =4.0IN = 5.5 IN fc = 2,500 PSI b = (L -B) /2 < == (SECTION 1922.7.5 (3)) = (20.34 IN - 5.5 IN) /2 = 7.4 IN Mconc = (w)(b ^2)/2 = [(1.33)(fs)(b "2)]/[144 (INA2/FTA2) x 2] SOIL = [1.33 x 500 PSI x (7.42 IN) "2]/[144 (INA2/FTA2) x 2] = 127 IN-LB fs = 500 PSF 0= 0.65 INC. MATERIAL HANDLING ENGINEERING TEL: (909) 869 -0989 • FAX: (909) 869 -0981 161 ATLANTIC AVENUE • POMONA, CA 91768 PROJECT JC PENNEY FOR LEGGETT & PLATT SHEET NO. 15 CALCULATED BY RF DATE 1/25/2007 Load Combination Slab & Soil PER SECTION 1605.2.1 OF THE 2003 IBC. FORCED. Load combination per 2003 IBC Resultant Load combination (16 -1) 1.4D 1.4D (16 -2) 1.2D + 1.6L +0.5(Lr or S) 1.2D + 1.6L (16 -3) 1.2D + 1.6(Lr or S) + (f1 L or 0.8W) 1.2D + 1.0L (16-4) 1.2D + 1.6W + f1 L + 0.5(Lr or S) 1.2D + 1.0L (16 -5) 1.2D + 1.0E + (f1 L + f2S) 1.2D + 1.0E + 1.0L (16 -6) 0.9D + (1.OE or 1.6W) 0.9D + 1.0E DL- total/col = 95 LB LL- total /col = 1,100 LB E = 701 LB Load combination (12 -1) Load combination (12 -21 Load combination ACI Load combination (12 -5) Load combination (12 -6) Pmax = 1.4D = 1.4x95 LB = 133 LB Pmax = 1.2D + 1.6L = 1.2x95 LB+ 1.6x 1100 LB = 1,893 LB Load combination (12 -3) & (12-4) Pmax = 1.2D + 1.0L = 1.2x95 LB +1.Ox1100LB = 1,214 LB Pmax = 1.2D + 1.0E + 1.OL = 1.2 x95 LB +1.0x701 LB +1.Ox1100LB = 1,915 LB Pmax = 0.9D + 1.0E = 0.9.x95LB +1.0x701 LB = 786 LB Pmax = 1.4D + 1.7L = 1.4x95 LB +1.7x1100 LB = 2,003 LB INC. MATERIAL HANDLING ENGINEERING TEL: (909) 869 -0989 • FAX: (909) 869 -0981 161 ATLANTIC AVENUE • POMONA, CA 91768 PROJECT JC PENNEY FOR LEGGETT & PLATT SHEET NO. 16 CALCULATED BY RF DATE 1/25/2007 Static Slab & Soil Analysis THE SLAB IS CHECKED FOR PUNCTURE STRESS. IF NO PUNCTURE OCCURS THE SLAB IS ASSUMED TO DISTRIBUTE THE LOAD OVER A LARGER AREA OF SOIL HENCE, ACTING AS A FOOTING. CONCRETE IS REINFORCED (A) PUNCTURE Pmax = 2,003 LB Fpunct = 2.66 x (F'c ^0.5) = 2.66 x (2500 PSI)^0.5 = 133 PSI Apunct = [(Weff. +U2) +(Deff. +t /2)] x 2 x t = [(1.5IN +4IN /2) +(1.5IN +4 IN /2)]x2x4IN = 56 INA2 fv /Fv = P/[(Apunct)(Fpunct)] = 2003 LB/[56 IN ^2 x 133 PSI x 0.65] (B) BEARING OBn= 0.85x0xfcxAl = 3,108 LB Pu / 0Bn = 2003 LB / 3108 LB (C) SLAB TENSION fb /Fb = Mconc/[(Sconc)(Fconc)] = 148.84 IN- LB/[(2.67 INA3)(162.5 PSI)] 10.41 < 1.0 OK 10.64 <1.0 OK BASE PLATE Weff. =1.5IN Deff. = 1.5 IN Asoil = P /[1.0 x fs] = 2003 LB /[1.0 x 500 PSF /(144IN^2/FT ^2)] = 577 INA2 L = Asoil^0.5 = (576.86 IN ^2) ^0.5 = 24.0 IN B = [(Weff.)(Deff.)] ^0.5 + t CONCRETE = [1.5INx1.5IN] ^0.5 +4 t =4.0IN = 5.5 IN fc = 2,500 PSI b = (L -B)/2 <== (SECTION 1922.7.`• (3)) = (24.02 IN - 5.5 IN) /2 = 9.3 IN Mconc = (w)(bA2)/2 = [(1.0)(fs)(b ^2)]/[144 (INA2/FTA2) x 2] SOIL = [1.0 x 500 PSI x (9.26 IN) ^2]/[144 (INA2/FTA2) x 2] = 149 IN-LB Sconc = 1 IN x (02)/6 = 1 IN x (4 IN)A2/6 = 2.67 IN ^3 Fconc = 5 x 0 x fc ^0.5 = 5 x 0.65 x (2500 PSI) ^0.5 = 162.5 PSI 10.34 <1.0 OK Al = 2.3 INA2 fs = 500 PSF 0= 0.65 INC. MATERIAL HANDLING ENGINEERING TEL: (909) 869 -0989 • FAX: (909) 869 -0981 161 ATLANTIC AVENUE • POMONA, CA 91768 Summary & Elevation Shelf only 12" 18" 24" 24" 1 { 24" 24" 24" 24" PROJECT JC PENNEY FOR LEGGETT & PLATT SHEET NO. 17 CALCULATED BY RF DATE 1/25/2007 Shelf Load = 10.0 PCF Column C3/4 x 1 1/2 x 16ga. Stress = 0.80 Transverse Brace Brace 26ga. Panel Stress = 0.99 OK OK Longitudinal Brace Brace 3/4 x 16ga. Strap Stress = 0.75 OK Anchors (1) 1/4 1 x 2 Stress = 0.44 OK Slab & Soil 4" x 2,500 psi w/ 1000 psf Punct. = 0.33 Tension = 0.11 OK INC. MATERIAL HANDLING ENGINEERING TEL: (909) 869 -0989 • FAX: (909) 869 -0981 161 ATLANTIC AVENUE • POMONA, CA 91768 Summary & Elevation Shelf only 12" 18" 24" 24" 1 { 24" 24" 24" 24" PROJECT JC PENNEY FOR LEGGETT & PLATT SHEET NO. 17 CALCULATED BY RF DATE 1/25/2007 Shelf Load = 10.0 PCF INC. MATERIAL HANDLING ENGINEERING TEL: (909) 869 -0989 • FAX: (909) 869 -0981 161 ATLANTIC AVENUE • POMONA, CA 91768 PROJECT JC PENNEY FOR LEGGETT & PLATT SHEET NO. 18 CALCULATED BY RF DATE 1/25/2007 Loads & Distribution- Shelf Loading only Analysis based on Section 2208 of the 2003 International Building Code Fa = 1 Ss= 1.34 I= 1 R =4 wLL -shelf = 10.00 PCF wDL -shelf = 100.0 LB Shelf Volume #1 = 48.0 FTA2 Shelf Volume #2 = 72.0 FTA2 Shelf Volume #3 = 96.0 FTA2 Wseismic = wLL/2 + wDL Shelf #1 Column Moment Loads: V= (213)x1 x1.34x1 xWseismic /(4x1.4) = 0.160 Wseismic < == 12' x 12" x 48" < == 12' x 18" x 48" <== 12' x 24" x 48" Shelf wLL Vtotal 1 480 LB 67 LB 2 720 LB 93 LB 3 960 LB 118 LB Level hx wx wx hx Fi Mcol Mconn. 1 6.000 IN 60 LB 363 IN -LB 0.58 LB 201 IN -LB 500 IN -LB 2 24.00 IN 85 LB 2,030 IN -LB 3.25 LB 299 IN -LB 678 IN -LB 3 48.00 IN 97 LB 4,640 IN -LB 7.43 LB 379 IN -LB 713 IN -LB 4 72.00 IN 97 LB 6,960 IN -LB 11.15 LB 334 IN -LB 602 IN -LB 5 96.00 IN 97 LB 9,280 IN -LB 14.86 LB 268 IN -LB 446 IN -LB 6 120.0 IN 97 LB 11,600 IN -LB 18.58 LB 178 IN -LB 245 IN -LB 7 144.0 IN 48 LB 6,960 IN -LB 11.15 LB 67 IN -LB 67 IN -LB 580 LB 41,833 IN -LB 67.0 LB Shelf #2 Column Moment Loads: Level hx wx wx hx Fi Mcol Mconn. 1 6.000 IN 85 LB 513 IN -LB 0.80 LB 278 IN -LB 690 IN -LB 2 24.00 IN 120 LB 2,870 IN -LB 4.49 LB 413 IN -LB 936 IN -LB 3 48.00 IN 137 LB 6,560 IN -LB 10.26 LB 523 IN -LB 985 IN -LB 4 72.00 IN 137 LB 9,840 IN -LB 15.39 LB 462 IN -LB 831 IN -LB 5 96.00 IN 137 LB 13,120 IN -LB 20.53 LB 369 IN -LB 616 IN -LB 6 120.0 IN 137 LB 16,400 IN -LB 25.66 LB 246 IN -LB 339 IN -LB 7 144.0 IN 68 LB 9,840 IN -LB 15.39 LB 92 IN -LB 92 IN -LB 820 LB 59,143 IN -LB 92.5 LB MATERIAL HANDLING ENGINEERING TEL: (909) 869 -0989 • FAX: (909) 869 -0981 161 ATLANTIC AVENUE • POMONA, CA 91768 Loads & Distribution- Shelf Loading only cont. Shelf #3 Column Moment Loads: Level 1 2 3 4 5 6 7 Column Axial Load: Level 1 3 IN -LB 2 78 IN -LB 3 357 IN-LB 4 803 IN-LB 5 1,427 IN-LB 6 2,229 IN -LB 7 1,605 IN -LB Level 1 2 3 4 5 6 7 r hx INC. Puplift #1 = [Movt x 1.15 - = 236 LB Puplift #2 = [Movt x 1.15 - =27LB Puplift #3 = [Movt x 1.15 - = -158 LB PROJECT FOR SHEET NO. CALCULATED BY DATE JC PENNEY LEGGETT & PLATT 19 RP 1/25/2007 wx wx hx Fi Mcol Mconn. 6.000 IN 110 LB 663 IN -LB 1.02 LB 354 IN -LB 881 IN -LB 24.00 IN 155 LB 3,710 IN -LB 5.73 LB 527 IN -LB 1,194 IN -LB 48.00 IN 177 LB 8,480 IN -LB 13.09 LB 668 IN -LB 1,257 IN -LB 72.00 IN 177 LB 12,720 IN -LB 19.64 LB 589 IN -LB 1,061 IN -LB 96.00 IN 177 LB 16,960 IN -LB 26.19 LB 471 IN -LB 786 IN -LB 120.0 IN 177 LB 21,200 IN -LB 32.73 LB 314 IN -LB 432 IN -LB 144.0 IN 88 LB 12,720 IN -LB 19.64 LB 118 IN -LB 118 IN -LB Movt. #1 Pstatic #1 290 LB 260 LB 218 LB 169 LB 121 LB 73 LB 24 LB 1,060 LB 76,453 IN -LB 118.0 LB Movt. #2 Movt. #3 5 IN-LB 6 IN-LB 108 IN-LB 137 IN-LB 493 IN-LB 628 IN-LB 1,108 IN-LB 1,414 1N-LB 1,970 IN -LB . 2,514 IN -LB 3,079 IN -LB 3,928 IN -LB 2,217 IN -LB 2,828 IN -LB Pstatic #2 Pstatic #3 Pseismic #1 Pseismic #2 Pseismic #3 410 LB 530 LB 542 LB 499 LB 477 LB 367 LB 475 LB 542 LB 499 LB 477 LB 308 LB 398 LB 535 LB 493 LB 471 LB 239 LB 309 LB 505 LB 465 LB 445 LB 171 LB 221 LB 438 LB 404 LB . 386 LB 103 LB 133 LB 320 LB 294 LB 282 LB 34 LB 44 LB 134 LB 123 LB 118 LB Wtotal x 12 IN / 1.5] / 12 IN Wtotal x 18 IN / 1.5] / 18 IN Wtotal x 24 IN / 1.51/ 24 IN INC. MATERIAL HANDLING ENGINEERING TEL: (909) 869 -0989 • FAX: (909) 869 -0981 161 ATLANTIC AVENUE • POMONA, CA 91768 PROJECT JC PENNEY FOR LEGGETT & PLATT SHEET NO. 20 CALCULATED BY RF DATE 1/25/2007 Transverse Column Analysis Analyzed per AISI and the 2003 IBC. Section properties are based on net sections. P= 800 LB M= 523 IN -LB KxLx/rx = 1*24 IN/0.2109 IN = 113.8 < = == (KI /r)max KyLy /ry = 1*24 IN/0.4653 IN 51.6 ro= (rxA2 + ryA2 + xo ^2) ^0.5 = 0.511 IN 13= 1- (xo /ro)^2 (EQ. C4.2 -3) 1.000 Fe IS TAKEN AS THE SMALLER OF Fel AND Fe2: Fe1= Tr^2E/(KUr)max ^2 (EQ C4.1 -1) 22.5 KSI aex= Tr^2EJ(KxLx/rx)A2 (EQ C3.1.2 -7) = 22.5 KSI at= 1 /Aro^2[GJ +(Tr^2ECw) /(KtLt) (EQ C3.1.2 -9) = 68.48 KSI Fe2= (1/213) * {( aex +at)- [(aex +at) ^2 -(4 *f3 *aex *at)] ^ 0.5} = 22.5 KSI Fe= 22.5 KSI Fy /2= 25.0 KSI SINCE, Fe < Fy /2 THEN, Fn= Fe (EQ. C4-4) = 22.5 KSI Pn= Aeff*Fn (EQ C4 -2) = 4,525 LB Oc= 1.92 THUS, CHECK: (EQ C4.1 -1) Pa= Pn/Qc (EQ C4 -1) = 2,357 LB P /Pa= 0.34 > 0.15 P /Pa + (Cmx *Mx) /(Max *px) 5 1.33 (EQ C5 -1) P /Pao +.Mx/Max <_ 1.33 (EQ C5 -2) Pno= Ae *Fy = 10,063 LB Pao= Pno /f)c = 5,241 LB Me= Cb *ro *Aeff*(aey *at) ^ 0.5 = 9 IN -K My= Sy *Fy = 2,638 IN -LB Mc= My[1- My /(4Me)] = 2,443 IN -LB Max =Maxo= Mc/Of = 1,463 IN -LB px= {1 /[1- (O2c *P /Pcr)] } ^ -1 = 0.66 (800 LB/2357 LB) + (0.85 *523 IN- LB)/(1463 IN -LB *0.66) = 0.80 < 1.33, OK (EQ C5 -1) (800 LB/5241 LB) + (523 IN- LB/1463 IN -LB) = 0.51 < 1.33, OK (EQ C5-2) SECTION PROPERTIES A= 0;7 50 N B=' C= t= Aeff = 0.201 NA2 lx = 0.009 NA4 Sx = 0.036 NA3 rx = 0.211 N Iy = 0.044 N^4 Sy = 0.053 NA3 ry = 0.465 N J 0.000 NA. Cw QA02; N xo = Kx= Lx Ky = Ly = Kt = 1 0 Lt = 24.00 FY= 0 G= 11,300 E= 29,500 KSI Cmx= 0.85 Cb= 1.00 Of= 1.67 INC. MATERIAL HANDLING ENGINEERING TEL: (909) 869 -0989 • FAX: (909) 869 -0981 161 ATLANTIC AVENUE • POMONA, CA 91768 PROJECT FOR SHEET NO. CALCULATED BY DATE JC PENNEY LEGGETT & PLATT 21 RF 1/25/2007 Transverse Brace Analysis 24" deep Braces will be provided @ certain bays to provide lateral stability along the longitudinal direction. The sole purpose of these braces is to absorb all lateral forces and stabalize the system. Bracing capacity is completely governed by either the tension capacity of the brace or the sehar caapcity of the connection bolt. or Veff = Vtotal = 118 LB Vdiag = V x (Ldiag /Lhoriz) = 264 LB <__= SEISMIC LOAD IN TENSION Tension Capacity of the Strap: Agross = 1 IN x 0.02 IN = 0.02 INA2 Anet = 0.75 IN x 0.02 IN = 0.015 IN ^2 Tallow = 0.6 x Fy x Agross = 0.6 x 33000 PSI x 0.015 INA2 = 527 LB Tallow = 0.5 x Fu x Anet = 0.5 x 52000 PSI x 0.015 INA2 = 390 LB Tcap -eff. = 390 LB Check Screw cacpacity for shear loads: Check shear capacity of screw per chapter E4 of the 1996 AISI Cold Formed Steel Manual. 0 = 3 SHEAR IS TAKEN AS LEAST OF Pns: Pns = 4.2 x (t2 ^3 x d) ^0.5 x Fu2 = 4.2 x [(0.05 IN) ^3 x 0.191111 x 65000 PSI = 1,330 LB Pns =2.7xtlxdxFul = 2.7 x 0.03 IN x 0.19 IN x 52000 PSI = 800 LB Pns= 2.7xt2xdxFu2 = 2.7 x 0.05 IN x 0.19 IN x 65000 PSI = 1,667 LB Pns -eff/0 = 800 LB /3 = 267 LB Peff. = 267 LB Vdiag. /Pell. = 0.99 < 1.33, OK Brace Properties: Lhoriz. = 24.00 IN Lvert. = 48.00 IN Ldiag. = 53.67 IN Panel Thickness = 0.020 IN Eff. Panel Width = 1.000 IN Fy = 33,000 PSI Fu = 52,000 PSI Screw 0 = 0.19 IN Hole 0 = 0.25 IN tl =brace thickness = 0.030 IN t2= column thickness = 0.050 IN Fu1 =Fu of brace = 52,000 PSI Fu2 =Fu of column = 65,000 PSI d =Screw 0 = 0.190 IN r o w SEIZMIC INC. MATERIAL HANDLING ENGINEERING TEL: (909) 869 -0989 • FAX: (909) 869 -0981 161 ATLANTIC AVENUE • POMONA, CA 91768 PROJECT JC PENNEY FOR LEGGETT & PLATT SHEET NO. 22 CALCULATED BY RF DATE 1/25/2007 • Longitudinal Brace Analysis Braces will be provided @ certain bays to provide lateral stability along the longitudinal direction. The sole purpose of these braces is to absorb all lateral forces and stabilize the system. Bracing capacity is completely governed by either the tension capacity of the brace or the shear capacity of the connection bolt. Tension Capacity of the Strap: or Veff = Vlong x 2 < == every other bay = 236 LB Vdiag = V x (Ldiag /Lhoriz) = 334 LB < = == SEISMIC LOAD IN TENSION Agross = 0.75 IN x 0.0598 IN Brace Properties: = 0.0598 INA2 Anet = 0.5 IN x 0.0598 IN = 0.0299 INA2 Tallow = 0.6 x Fy x Agross = 0.6 x 33000 PSI x 0.0449 INA2 = 1,575 LB Tallow = 0.5 x Fu x Anet = 0.5 x 52000 PSI x 0.0299 INA2 = 777 LB Tcap -eff. = 777 LB Check Screw capacity for shear loads: Check shear capacity of screw per chapter E4 of the 1996 AISI Cold Formed Steel Manual. f2 3 SHEAR IS TAKEN AS LEAST OF Pns: Pns = 4.2 x (t2 ^3 x d) ^0.5 x Fu2 = 4.2 x [(0.05 IN) ^3 x 0.19 IN] ^0.5 x 65000 PSI = 1,330 LB Pns = 2.7 x t1 x d x Fu1 = 2.7 x 0.06 IN x 0.19 IN x 52000 PSI = 1,601 LB Pns= 2.7xt2xdxFu2 = 2.7 x 0.05 IN x 0.19 IN x 65000 PSI = 1,667 LB Pns -eff /D = 1330 LB /3 = 443 LB Peff. = 443 LB Vdiag. /Peff. = 0.75 < 1.33, OK Lhoriz. = 48.00 IN Lvert. = 48.00 IN Ldiag. = 67.88 IN Strap Thickness = 0.060 IN Strap Width = 0.750 IN Fy = 33,000 PSI Fu = 52,000 PSI Screw 0 = 0.190 IN Hole 0 = 0.250 IN tl =brace thickness = 0.060 IN t2= column thickness = 0.050 IN Fu1 =Fu of brace = 52,000 PSI Fu2 =Fu of column = 65,000 PSI d =Screw 0 = 0.190 IN INC. MATERIAL HANDLING ENGINEERING TEL: (909) 869 -0989 • FAX: (909) 869 -0981 161 ATLANTIC AVENUE • POMONA, CA 91768 PROJECT JC PENNEY FOR LEGGETT & PLATT SHEET NO. 23 CALCULATED BY RF DATE 1/25/2007 Overturning Analysis Shelving #1 Interaction Equation: Shelving #1 Shelving #1 Interaction Equation: Puplift = 236 LB Tallowable = 406 LB Vallowable = 560 LB Vpost = 67 LB Anchors per plate = 1 Puplift = 27 LB Vpost = 93 LB Interaction Equation: [236 LB/ 406 LB]"(5/3) + [67 LB/ 560 LB] "(5/3) = 0.44 < 1.0, Therefore Ok Tallowable = 406 LB Vallowable = 560 LB Anchors per plate = 1 [27 LB/ 406 LB] ^(513) + [93 LB/ 560 LB] ^(5/3) = 0.06 < 1.0, Therefore Ok Puplift = 0 LB Tallowable = 406 LB Vallowable = 560 LB Vpost = 118 LB Anchors per plate = 1 [0 LB/ 406 LB] ^(5/3) + [118 LB/ 560 LB] ^(5/3) = 0.07 < 1.0, Therefore Ok r i C INC. MATERIAL HANDLING ENGINEERING TEL: (909) 869 -0989 • FAX: (909) 869 -0981 161 ATLANTIC AVENUE • POMONA, CA 91768 PROJECT JC PENNEY FOR LEGGETT & PLATT SHEET NO. 24 CALCULATED BY RF DATE 1/25/2007 Load Combination Slab & Soil PER SECTION 1605.2.1 OF THE 2003 IBC. Load combination per 2003 IBC (16 -1) 1.4D 1.4D (16 -2) 1.2D + 1.6L +0.5(Lr or S) 1.2D + 1.6L (16-3) 1.2D + 1.6(Lr or S) + (f1 L or 0.8W) 1.2D + 1.0L (16-4) 1.2D + 1.6W + f1 L + 0.5(Lr or S) 1.2D + 1.0L (16-5) 1.2D + 1.0E + (f1L + f2S) 1.2D + 1.0E + 1.0L (16 -6) 0.9D + (1.0E or 1.6W) 0.9D + 1.0E DL- total /col = 50 LB LL- total /col = 480 LB E = 477 LB Load combination (12 -1) Pmax = 1.4D = 1.4 x 50 LB = 70 LB Load combination (12 -2) Load combination (12 -3) & (12-4) Load combination (12 -51 Load combination (12-6) Pmax = 1.2D + 1.6L = 1.2 x 50LB+ 1.6 x480 LB = 838 LB Pmax = 1.2D + 1.0L = 1.2x50 LB +1.Ox480LB = 540 LB Pmax = 1.2D + 1.0E + 1.0L = 1.2 x 50 LB + 1.0 x 477 LB + 1.0 x 480 LB = 1,017 LB Pmax = 0.9D + 1.0E = 0.9 x 50LB+ 1.0x477 LB = 522 LB Resultant Load combination r INC. MATERIAL HANDLING ENGINEERING TEL: (909) 869 -0989 • FAX: (909) 869 -0981 161 ATLANTIC AVENUE • POMONA, CA 91768 PROJECT JC PENNEY FOR LEGGETT & PLATT SHEET NO. 25 CALCULATED BY RF DATE 1/25/2007 Seismic Slab & Soil Analysis THE SLAB IS CHECKED FOR PUNCTURE STRESS. IF NO PUNCTURE OCCURS THE SLAB IS ASSUMED TO DISTRIBUTE THE LOAD OVER A LARGER AREA OF SOIL HENCE, ACTING AS A FOOTING. CONCRETE IS REINFORCED. Pmax = 1,017 LB (A) PUNCTURE (B) BEARING IC) SLAB TENSION Fpunct = 2.66 x (F'c"0.5) = 2.66 x (2500 PSI)A0.5 = 133 PSI Apunct = [(Weff.+t/2)+(Deff.+t/2)] x 2 x t = [( 1. 5IN +4IN/2) +(1.5IN +41N/2)]x2x4IN = 56 INA2 fv /Fv = P/[(Apunct)(Fpunct)] = 1017 LB/[56 INA2 x 133 PSI x 0.65] OBn= 0.85 x 0 x fc x Al = 3,108 LB Pu /OBn= 1017 LB / 3108 LB Asoil = P/[1.33 x fs] = 1017 LB/[1.33 x 500 PSF /(144INA2 /FT ^2)] = 220 INA2 L = Asoil"0.5 = (219.75 IN "2) ^0.5 = 14.8 IN Sconc = 1 IN x (t "2)/6 = 1 IN x (4 IN) ^2/6 = 2.6711\03 Fconc = 5 x 0 x fc ^0.5 = 5 x 0.65 x (2500 PSI)A0.5 = 162.5 PSI fb /Fb = Mconc/[(Sconc)(Fconc)] = 50.18 IN- LB/[(2.67 IN ^3)(162.5 PSI)] 10.21 < 1.0 OK � 10.33 <1.0 OK BASE PLATE Weff. = 1.5 IN Deff. = 1.5 IN Al = 2.3 INA2 B = [(Weff.)(Deff.)] ^0.5 + t CONCRETE = [1.5 IN x 1.5 IN]A0.5 + 4 t = 4.0 IN = 5.5 IN fc = 2,500 PSI b = (L -B)/2 <= =(SECTION 1922.7.5 (3)) = (14.82 IN - 5.5 IN) /2 = 4.7 IN Mconc = (w)(b "2)/2 = [(1.33)(fs)(b ^2)]/[144 (IN^2/FT "2) x 2] SOIL = [1.33 x 500 PSI x (4.66 IN)A2]/[144 (INA2 /FT "2) x 2] = 50 IN -LB 10.12 < 1.0 OK fs = 500 PSF 0= 0.65 SEIZMIC INC. MATERIAL HANDLING ENGINEERING TEL: (909) 869 -0989 • FAX: (909) 869 -0981 161 ATLANTIC AVENUE • POMONA, CA 91768 PROJECT FOR SHEET NO. CALCULATED BY DATE JC PENNEY LEGGETT & PLATT 26 RF 1/25/2007 Load Combination Slab & Soil PER SECTION 1605.2.1 OF THE 2003 IBC. Load combination per 2003 IBC (16 -1) 1.4D (16 -2) 1.2D + 1.6L +0.5(Lr or S) (16 -3) 1.2D + 1.6(Lr or S) + (f1 L or 0.8W) (16 -4) 1.2D + 1.6W + f1 L + 0.5(Lr or S) (16 -5) 1.2D + 1.0E + (f1 L + f2S) (16 -6) 0.9D + (1.0E or 1.6W) DL -total /col = 50 LB LL- total /col = 480 LB E = 0 LB Load combination (12 -1) Pmax = 1.4D = 1.4x50LB = 70 LB Load combination (12 -2) Load combination (12 -51 Load combination (12-6) Pmax = 1.2D + 1.6L = 1.2 x 50 LB + 1.6 x 480 LB = 838 LB Load combination (12 -3) & (12-4) Pmax = 1.2D + 1.0L = 1.2x50LB +1.Ox480LB = 540 LB Pmax = 1.2D + 1.0E + 1.0L = 1.2x5OLB +1.Ox0LB +1.Ox480LB = 540 LB Pmax = 0.9D + 1.0E = 0.9x50LB +1.Ox0LB = 45 LB Resultant Load combination 1.4D 1.2D + 1.6L 1.2D + 1.0L 1.2D + 1.0L 1.2D + 1.0E + 1.0L 0.9D + 1.0E Load combination ACI Pmax = 1.4D + 1.7L = 1.4x50 LB+ 1.7x480 LB = 886 LB r i C INC. MATERIAL HANDLING ENGINEERING TEL: (909) 869 -0989 • FAX: (909) 869 -0981 161 ATLANTIC AVENUE • POMONA, CA 91768 PROJECT JC PENNEY FOR LEGGETT & PLATT SHEET NO. 27 CALCULATED BY RF DATE 1/25/2007 Static Slab & Soil Analysis THE SLAB IS CHECKED FOR PUNCTURE STRESS. IF NO PUNCTURE OCCURS THE SLAB IS ASSUMED TO DISTRIBUTE THE LOAD OVER A LARGER AREA OF SOIL HENCE, ACTING AS A FOOTING. CONCRETE IS REINFORCED. (A) PUNCTURE Pmax = 886 LB Fpunct = 2.66 x (F'c = 2.66 x (2500 PSI)A0.5 = 133 PSI Apunct = [(Weff. +t/2) +(Deff. +t /2)] x 2 x t = [(1.5 IN + 4IN/2) + (1.5 IN + 4 IN/2)] x 2 x 4 IN = 56 INA2 fv /Fv = P /[(Apunct)(Fpunct)] = 886 LB /[56 INA2 x 133 PSI x 0.65] (B) BEARING OBn= 0.85 x 0 x fc x Al = 3,108 LB Pu / 0Bn = 886 LB / 3108 LB (C) SLAB TENSION fb /Fb = Mconc/[(Sconc)(Fconc)] = 47.61 IN- LB/[(2.67 INA3)(162.5 PSI)] 0.18 < 1.0 OK 10.29 <1.0 OK BASE PLATE Weff. = 1.5 IN Deff. = 1.5 IN Asoil = P/[1.0 x fs] = 886 LB/[1.0 x 500 PSF /(144IN^2/FT = 255 INA2 L = Asoil"0.5 = (255.17 IN "2) ^0.5 = 16.0 IN B = [(Weff.)(Deff.)] "0.5 + t CONCRETE = [1.5 IN x 1.5 IN] ^0.5 + 4 t = 4.0 IN = 5.5 IN fc = 2,500 PSI b = (L -B)/2 < == (SECTION 1922.7.5 ((3)) = (15.97 IN - 5.5 IN) /2 = 5.2 IN Mconc = (w)(bA2)/2 = [(1.0)(fs)(b"2)1/[144 (IN^2/FT "2) x 2] SOIL = [1.0 x 500 PSI x (5.24 IN) ^21/[144 (IN^2/FT "2) x 2] = 48 IN -LB Sconc = 1 IN x (t ^2)/6 = 1 IN x (4IN) ^2 /6 = 2.6711%1 Fconc= 5x0xfc"0.5 = 5 x 0.65 x (2500 PSI) ^0.5 = 162.5 PSI 10.11 < 1.0 OK Al = 2.3 INA2 fs = 500 PSF 0= 0.65 Column C3/4 x 1 1/2 x 16ga. Stress = 0.00 C3 x 3 x 14ga. Stress = 0.21 OK Deck Beam C3 x 1 5/8 x 16ga. Stress = 0.90 Bracing Brace 26ga. Panel Stress = 0.61 Brace 3/4 x 16ga. Strap Stress = 0.65 OK Deck Joist C3 x 3 x 14ga. Stress = 0.97 Anchors (1) 1/4 12 x 2 - Stress = 0.75 OK Slab & Soil 4" x 2,500 psi w/ 1000 psf Punct. = 0.38 Tension = 0.14 OK INC. MATERIAL HANDLING ENGINEERING TEL: (909) 869 -0989 • FAX: (909) 869 -0981 161 ATLANTIC AVENUE • POMONA, CA 91768 PROJECT JC PENNEY FOR LEGGETT & PLATT SHEET NO. 28 CALCULATED BY RF DATE 1/25/2007 Summary & Elevation - Shelf with Deckover 24" 24" 24" 6" 212Aa. panel braces req'd attached with no. 10 teks at 12 in o.c. 96 Shelf Load = 10.0 PCF Storage Load = 125.00 PSF r7 Note: Storage loads are not supported by the system. The system is only bracing the storage decks against seismic. INC. MATERIAL HANDLING ENGINEERING TEL: (909) 869 -0989 • FAX: (909) 869 -0981 161 ATLANTIC AVENUE • POMONA, CA 91768 PROJECT JC PENNEY FOR LEGGETT & PLATT SHEET NO. 29 CALCULATED BY RF DATE 1/25/2007 Loads & Distribution - Shelf with Deckover Analysis based on Section 2208 of the 2003 International Building Code Fa = 1 Ss = 1.34 1= 1 R =4 V = (2/3) x 1 x 1.34 x 1 x Wseismic / (4 x 1.4) = 0.160 Wseismic Shelf Volume #1 = 56.00 FTA2 Shelf Volume #2 = 84.00 FTA2 Shelf Volume #3 = 112.0 FTA2 Catwalk = 12.00 FTA2 < == 8' x 12" x 48" < == 8' x 18" x 48" < == 8' x 24" x 48" Wseismic = wLL- shelf /2 + wDL -shelf + wDL- catwalk Shelf wLL - shelf Vtotal 1 560 LB 145 LB 2 840 LB 175 LB 3 1,120 LB 204 LB wLL -shelf = 10.00 PCF wDL -shelf = 100.0 LB wLL- catwalk = 1,500 LB wDL- catwalk = 60.0 LB Shelf #1 Column Moment Loads: Level hx wx wx hx Fi Movt. 1 6.000 IN 103 LB 619 IN -LB 2.82 LB 17 IN -LB 2 24.00 IN 144 LB 3,465 IN -LB 15.79 LB 379 IN -LB 3 48.00 IN 165 LB 7,920 IN -LB 36.08 LB 1,732 IN -LB 4 72.00 IN 165 LB 11,880 IN -LB 54.1 LB 3,897 IN -LB 5 96.00 IN 83 LB 7,920 IN - LB 36.08 LB 3,464 IN - LB 6 0.0 IN 0 LB 0 IN -LB 0.00 LB 0 IN -LB 7 0.0 IN 0 LB 0 IN -LB 0.00 LB 0 IN -LB 8 0.0 IN 0 LB 0 IN -LB 0.00 LB 0 IN -LB 660 LB 31,804 IN -LB 144.9 LB 9,489 IN -LB Shelf #2 Column Moment Loads: Level hx wx wx hx Fi Movt. 1 6.000 IN 147 LB 881 IN -LB 3.40 LB 20 IN -LB 2 24.00 IN 206 LB 4,935 IN -LB 19.03 LB 457 IN -LB 3 48.00 IN 235 LB 11,280 IN -LB 43.50 LB 2,088 IN -LB 4 72.00 IN 235 LB 16,920 IN -LB 65.2 LB 4,698 IN -LB 5 96.00 IN 118 LB 11,280 IN -LB 43.50 LB 4,176 IN -LB 6 0.0 IN 0 LB 0 IN -LB 0.00 LB 0 IN -LB 7 0.0 IN 0 LB 0 IN -LB 0.00 LB 0 IN -LB 8 0.0 IN 0 LB 0 IN -LB 0.00 LB 0 IN -LB 940 LB 45,296 IN -LB 174.7 LB 11,439 IN -LB SEIZMIC INC. MATERIAL HANDLING ENGINEERING TEL: (909) 869 -0989 • FAX: (909) 869 -0981 161 ATLANTIC AVENUE • POMONA, CA 91768 PROJECT JC PENNEY FOR LEGGETT & PLATT SHEET NO. 30 CALCULATED BY RF DATE 1/25/2007 Loads & Distribution- Shelf Loading only cont. Shelf #3 Column Moment Loads: Level hx wx wx hx Fi Movt. 1 6.000 IN 191 LB 1,144 IN -LB 3.98 LB 24 IN -LB 2 24.00 IN 267 LB 6,405 IN -LB 22.28 LB 535 IN -LB 3 48.00 IN 305 LB 14,640 IN -LB 50.92 LB 2,444 IN -LB 4 72.00 IN 305 LB 21,960 IN -LB 76.4 LB 5,499 IN -LB 5 96.00 IN 153 LB 14,640 IN -LB 50.92 LB 4,888 IN -LB 6 0.0 IN 0 LB 0 IN -LB 0.00 LB 0 IN -LB 7 0.0 IN 0 LB 0 IN -LB 0.00 LB 0 IN -LB 8 0.0 IN 0 LB 0 IN -LB 0.00 LB 0 IN -LB 1,220 LB 58,789 IN -LB 204.5 LB 13,389 IN -LB Level Pstatic #1 Pstatic #2 Pstatic #3 Pseismic #1 Pseismic #2 Pseismic #3 1 330 LB 470 LB 610 LB 791 LB 636 LB 558 LB 2 278 LB 397 LB 515 LB 789 LB 634 LB 557 LB 3 206 LB 294 LB 381 LB 758 LB 609 LB . 535 LB. 4 124 LB 176 LB 229 LB 613 LB 493 LB 433 LB 5 41 LB 59 LB 76 LB 289 LB 232 LB 204 LB 6 O LB O LB O LB O LB O LB O LB 7 OLB OLB OLB OLB OLB OLB 8 O LB O LB O LB O LB O LB O LB Puplift #1 = [Movt x 1.15 - Wtotalx 12 IN / 1.5] / 12 IN = 311 LB Puplift #2 = [Movt x 1.15 - Wtotalx 18 IN / 1.5] / 18 IN = -31 LB Puplift #3 = [Movt x 1.15 - Wtotalx 24 IN / 1.5] / 24 IN = -295 LB r i SE ° 171 1.4 1111t 44 % INC. MATERIAL HANDLING ENGINEERING TEL: (909) 869 -0989 • FAX: (909) 869 -0981 161 ATLANTIC AVENUE • POMONA, CA 91768 Transverse Column Analysis Analyzed per AISI, section properties are based on net sections Pool= 1,121 LB KxLx/rx = 1*24 I N/0.2109 IN = 113.8 KyLy /ry = 1*24 I N/0.4653 IN 51.6 (KUr)max = 113.8 ro= (rx "2 + ry^2 + xo ^2) ^0.5 = 0.511 IN f3= 1- (xo /ro) ^2 (EQ. C4.2 -3) 1.000 Fe IS TAKEN AS THE SMALLER OF Fel AND Fe2: Fel= rr^2E/(KUr)max ^ 2 (EQ C4.1 -1) = 22.5 KSI aex= WA2E/(KxLx/rx) ^2 (EQ C3.1.2 -7) = 22.5 KSI at= 1 /Aro ^2[GJ +(Tr ^2ECw) /(KtLt) ^ 2] (EQ C3.1.2 -9) = 68.48 KSI Fe2= ( 1/ 213)*{( aex+ at)- [(aex +at) ^ 2- (4 *13 * aex * at)] ^0 . 5 ) = 22.5 KSI Fe= 22.5 KSI Fy /2= 25.0 KSI SINCE, Fe < Fy/2 THEN, Fn= Fe = 22.5 KSI (EQ. C4-4) Pn= Aeff*Fn (EQ C4-2) = 4,525 LB Qc= 1.92 Pa= Pn /Oc = 2,357 LB Pcol /Pa= 0.48 < 1.33, OK (EQ C4-1) PROJECT FOR SHEET NO. CALCULATED BY DATE JC PENNEY LEGGETT & PLATT 31 RF 1/25/2007 (EQ C4.1 -1) 16 ga. SECTION PROPERTIES A B 3.000 IN C 0.750 t = o 0 5 irk__ Aeff = 0.201 INA2 lx = 0.009 INN Sx = 0.036 INA3 rx = 0.211 IN Iy = 0.044 INN Sy = 0.053 INA3 ry = 0.465 IN J :0'000 IN ^4 Cw =11002 IN xo = 0.000' Kx = Lx = ,24 Kyfl Ly = 24 Kt 1 Lt = 24.00 IN Fy= oq: .. G = 11,300 E= 29,500 KSI SEIZMIC INC. MATERIAL HANDLING ENGINEERING TEL: (909) 869 -0989 • FAX: (909) 869 -0981 161 ATLANTIC AVENUE • POMONA, CA 91768 PROJECT FOR SHEET NO. CALCULATED BY DATE JC PENNEY LEGGETT & PLATT 32 RF 1/25/2007 Deck Column Analysis Analyzed per AISI, section properties are based on net sections Pool= 780 LB KxLx/rx = 1 *96 I N/1.2631 IN = 76.0 KyLy /ry = 1*96 I N/1.1196 IN 85.7 (KUr)max = 85.7 ro= (rx ^2 + ry^2 + xo ^2) ^0.5 = 3.321 IN f3= 1- (xo /ro) ^2 0.258 (EQ. C4.2 -3) Fe IS TAKEN AS THE SMALLER OF Fel AND Fe2: Fel= Tr ^2E /(KUr)max ^2 (EQ C4.1 -1) = 39.6 KSI aex= Tr ^2E /(KxLx/rx) ^2 (EQ C3.1.2 -7) = 50.4 KSI at= 1 /Aro ^2[GJ +(rr^2ECw) /(KtLt) ^ 2] (EQ C3.1.2 -9) = 11.26 KSI Fe2= (1/213) * {( aex +at) - [(aex +at) ^2 -(4 *(3 *aex *at)] "0.5) = 9.6 KSI Fe= 9.6 KSI Fy /2= 25.0 KSI SINCE, Fe < Fy/2 THEN, Fn= Fe (EQ. C4-4) = 9.6 KSI Pn= Aeff*Fn (EQ C4 -2) = 7,173 LB 0c= 1.92 Pa= Pn/Oc = 3,736 LB Pcol /Pa= 0.21 < 1.33, OK (EQ C4 -1) (EQ C4.1 -1) 1 1/2" 3/4" 16 ga. SECTION PROPERTIES A= 3.0 B= 3 _ C= D:750, t Aeff = 0.748111 Ix = 1.194 IN ^4 Sx = 0.795 IN ^3 rx = 1.263 IN ly = 0.938 INA4 Sy = 0.545 INA3 ry = 1.120 IN J = 0 001 " Cw = xo = Kx= 1.0 Lx = 96 00; Ky = Ly =!' Kt Lt = 96.00 IN Fy= G = 11,300 E= 29,500 KSI INC. MATERIAL HANDLING ENGINEERING TEL: (909) 869 -0989 • FAX: (909) 869 -0981 161 ATLANTIC AVENUE • POMONA, CA 91768 PROJECT FOR SHEET NO. CALCULATED BY DATE JC PENNEY LEGGETT & PLATT 33 RF 1/25/2007 Longitudinal Brace Analysis Braces will be provided @ certain bays to provide lateral stability along the longitudinal direction. The sole purpose of these braces is to absorb all lateral forces and stabilize the system. Bracing capacity is completely governed by either the tension capacity of the brace or the shear capacity of the connection bolt. Veff = Vlong = 204 LB Vdiag = V x (Ldiag /Lhoriz) = 289 LB < = == SEISMIC LOAD IN TENSION Tension Capacity of the Strap: or Agross = 0.75 IN x 0.0598 IN = 0.0598 INA2 Anet = 0.5 IN x 0.0598 IN = 0.0299 INA2 Tallow = 0.6 x Fy x Agross = 0.6 x 33000 PSI x 0.0449 INA2 = 1,575 LB Tallow = 0.5 x Fu x Anet = 0.5 x 52000 PSI x 0.0299 INA2 = 777 LB Tcap -eff. = 777 LB Check Screw capacity for shear loads: Check shear capacity of screw per chapter E4 of the 1996 AISI Cold Formed Steel Manual. f2 = 3 SHEAR IS TAKEN AS LEAST OF Pns: Pns = 4.2x(12 1. '3x d)^0.5 x Fu2 = 4.2 x [(0.05 IN) ^3 x 0.19 INJ ^0.5 x 65000 PSI = 1,330 LB Pns 2.7xt1 xdxFul = 2.7 x 0.06 IN x 0.19 IN x 52000 PSI = 1,601 LB Pns= 2.7xt2xdxFu2 = 2.7 x 0.05 IN x 0.19 IN x 65000 PSI = 1,667. LB Pns -eff /0 = 1330 LB /3 = 443 LB Peff. = 443 LB Vdiag. /Pell. = 0.65 < 1.33, OK Brace Properties: Lhoriz. = 48.00 IN Lvert. = 48.00 IN Ldiag. = 67.88 IN Strap Thickness = 0.060 IN Strap Width = 0.750 IN Fy = 33,000 PSI Fu = 52,000 PSI Screw 0 = 0.19 IN Hole 0 = 0.25 IN tl =brace thickness = 0.060 IN t2= column thickness = 0.050 IN Fu1 =Fu of brace = 52,000 PSI Fu2=Fu of column = 65,000 PSI d =Screw 0 = 0.190 IN INC. PROJECT JC PENNEY FOR LEGGETT & PLATT SHEET NO. 34 CALCULATED BY RF MATERIAL HANDLING ENGINEERING DATE 1/25/2007 TEL: (909) 869 -0989 • FAX: (909) 869 -0981 161 ATLANTIC AVENUE • POMONA, CA 91768 Transverse Brace Analysis 24" deep Braces will be provided @ certain bays to provide lateral stability along the longitudinal direction. The sole purpose of these braces is to absorb all lateral forces and stabilize the system. Bracing capacity is completely governed by either the tension capacity of the brace or the shear capacity of the connection bolt. or Veff = Vtotal = 204 LB Vdiag = V x (Ldiag /Lhoriz) = 229 LB < = == SEISMIC LOAD IN TENSION Tension Capacity: Agross = 1 IN x 0.03 IN = 0.03 INA2 Anet = 0.75 IN x 0.03 IN = 0.0225 INA2 Tallow = 0.6 x Fy x Agross = 0.6 x 33000 PSI x 0.0225 INA2 790 LB Tallow = 0.5 x Fu x Anet = 0.5 x 52000 PSI x 0.0225 INA2 = 585 LB Tcap -eff. = 585 LB Check Screw capacity for shear loads: Check shear capacity of screw per chapter E4 of the 1996 AISI Cold Formed Steel Manual. II =3 SHEAR IS TAKEN AS LEAST OF Pns: Pns = 4.2 x (t2 ^3 x d) ^0.5 x Fu2 = 4.2 x [(0.05 IN) ^3 x 0.19 IN] ^0.5 x 65000 PSI = 1,330 LB Pns = 2.7xtlxdxFul = 2.7 x 0.03 IN x0.19 IN x 52000 PSI = 800 LB Pns= 2.7 xt2 xdx Fu2 = 2.7 x 0.05 IN x 0.19 IN x 65000 PSI = 1,667 LB Pns -eff /Q = 800 LB /3 = 267 LB Peff. = 267 LB Vdiag. /Pell. = 0.86 < 1.33, OK Brace Properties: Lhoriz. = 24.00 IN Lvert. = 12.00 IN Ldiag. = 26.83 IN Panel Thickness = 0.030 IN Eff. Panel Width = 1.000 IN Fy = 33,000 PSI Fu = 52,000 PSI Screw 0 = 0:19 IN Hole 0 = 0.25 IN tl =brace thickness = 0.030 IN t2= column thickness = 0.050 IN Fu1 =Fu of brace = 52,000 PSI Fu2 =Fu of column = 65,000 PSI d =Screw 0 = 0.190 IN or SEIZMIC INC. MATERIAL HANDLING ENGINEERING TEL: (909) 869 -0989 • FAX: (909) 869 -0981 161 ATLANTIC AVENUE • POMONA, CA 91768 Veff = Vtotal = 175 LB Vdiag = V x (Ldiag / Lhoriz) = 210 LB <__= SEISMIC LOAD IN TENSION Tension Capacity: Agross = 1 IN x 0.03 IN = 0.03 IN ^2 Met = 0.75 IN x 0.03 IN = 0.0225 INA2 Tallow = 0.6 x Fy x Agross = 0.6 x 33000 PSI x 0.0225 IN ^2 = 790 LB Tallow = 0.5 x Fu x Anet = 0.5 x 52000 PSI x 0.0225 IN "2 = 585 LB II =3 SHEAR IS TAKEN AS LEAST OF Pns: Pns = 4.2 x (t2 1. '3 x d) ^0.5 x Fug = 4.2 x [(0.05 IN) ^3 x 0.19 IN] ^0.5 x 65000 PSI = 1,330 LB Pns= 2.7 x t1 x d x Fu1 = 2.7 x 0.03 IN x 0:19 IN x 52000 PSI = 800 LB Pns= 2.7 xt2 xdxFu2 = 2.7 x 0.05 IN x 0.19 IN x 65000 PSI = 1,667 LB Pns -eff /0 = 800 LB /3 = 267 LB Peff. = 267 LB Vdiag. /Pell. = 0.79 < 1.33, OK PROJECT FOR SHEET NO. CALCULATED BY DATE JC PENNEY LEGGETT & PLAIT 35 RF 1/25/2007 Transverse Brace Analysis 18" deep Braces will be provided @ certain bays to provide lateral stability along the longitudinal direction. The sole purpose of these braces is to absorb all lateral forces and stabilize the system. Bracing capacity is completely governed by either the tension capacity of the brace or the shear capacity of the connection bolt. Tcap -eff. = 585 LB Check Screw capacity for shear loads: Check shear capacity of screw per chapter E4 of the 1996 AISI Cold Formed Steel Manual. Brace Properties: Lhoriz. = 18.00 IN Lvert. = 12.00 IN Ldiag. = 21.63 IN Panel Thickness = 0.030 IN Eff. Panel Width = 1.000 IN Fy = 33,000 PSI Fu = 52,000 PSI Screw 0 = 0.19 IN Hole 0 = 0.25 IN tl =brace thickness = 0.030 IN t2= column thickness = 0.050 IN Fu1 =Fu of brace = 52,000 PSI Fug =Fu of column = 65,000 PSI d =Screw 0 = 0.190 IN INC. MATERIAL HANDLING ENGINEERING TEL: (909) 869 -0989 • FAX: (909) 869 -0981 161 ATLANTIC AVENUE • POMONA, CA 91768 PROJECT FOR SHEET NO. CALCULATED BY DATE JC PENNEY LEGGETT & PLATT 36 RF 1/25/2007 Transverse Brace Analysis 12" deep Braces will be provided @ certain bays to provide lateral stability along the longitudinal direction. The sole purpose of these braces is to absorb all lateral forces and stabilize the system. Bracing capacity is completely governed by either the tension capacity of the brace or the shear capacity of the connection bolt. or Veff = Vtotal = 145 LB Vdiag = V x (Ldiag /Lhoriz) = 162 LB < = == SEISMIC LOAD IN TENSION Tension Capacity: Agross = 1 IN x 0.03 IN = 0.03 INA2 Anet = 0.75 IN x 0.03 IN = 0.0225 INA2 Tallow = 0.6 x Fy x Agross = 0.6 x 33000 PSI x 0.0225 INA2 = 790 LB Tallow = 0.5 x Fu x Anet = 0.5 x 52000 PSI x 0.0225 INA2 = 585 LB Tcap -eff. = 585 LB Check Screw capacity for shear loads: Check shear capacity of screw per chapter E4 of the 1996 AISI Cold Formed Steel Manual. n =3 SHEAR IS TAKEN AS LEAST OF Pns: Pns = 4.2 x (t2 ^3 x d) ^0.5 x Fu2 = 4.2 x [(0.05 IN) ^3 x 0.19 INI ^0.5 x 65000 PSI = 1,330 LB Pns= 2.7xt1 xdxFul = 2.7 x 0.03 IN x 0.19 IN x 52000 PSI = 800 LB Pns= 2.7xt2xdxFu2 = 2.7 x 0.05 IN x 0.19 IN x 65000 PSI = 1,667 LB Pns -eff /O = 800 LB/3 = 267 LB Peff. = 267 LB Vdiag. /Peff. = 0.61 < 1.33, OK Brace Properties: Lhoriz. = 12.00 IN Lvert. = 6.00 IN Ldiag. = 13.42 IN Panel Thickness = 0.030 IN Eff. Panel Width = 1.000 IN Fy = 33,000 PSI Fu = 52,000 PSI Screw 0 = 0.19 IN Hole 0 = 0.25 IN tl =brace thickness = 0.030 IN t2= column thickness = 0.050 IN Fu1 =Fu of brace = 52,000 PSI Fu2 =Fu of column = 65,000 PSI d =Screw 0 = 0.190 IN r . S . E71 1441111 "ftVIIC INC. MATERIAL HANDLING ENGINEERING TEL: (909) 869 -0989 • FAX: (909) 869 -0981 161 ATLANTIC AVENUE • POMONA, CA 91768 PROJECT FOR SHEET NO. CALCULATED BY DATE JC PENNEY LEGGETT & PLATT 37 RF 1/25/2007 Overturning Analysis Shelving #1 Puplift = 311 LB Vpost = 145 LB Interaction Equation: Shelving #1 Puplift = -31 LB Vpost = 175 LB Interaction Equation: Shelving #1 Puplift = 0 LB Vpost = 204 LB Interaction Equation: [311 LB/ 406 LB] ^(5/3) + [145 LB/ 560 LB] ^(5/3) = [0 LB/ 406 LB] ^(5/3) + [175 LB/ 560 LB] ^(5/3) = Tallowable = 406 LB Vallowable = 560 LB Anchors per plate = 1 0.75 < 1.0, Therefore Ok Tallowable = 406 LB Vallowable = 560 LB Anchors per plate = 1 0.14 < 1.0, Therefore Ok Tallowable = 406 LB Vallowable = 560 LB Anchors per plate = 1 [0 LB/ 406 LB] ^(5/3) + [204 LB/ 560 LB] ^(5/3) = 0.19 < 1.0, Therefore Ok 1 INC. MATERIAL HANDLING ENGINEERING TEL: (909) 869 -0989 • FAX: (909) 869 -0981 161 ATLANTIC AVENUE • POMONA, CA 91768 PROJECT FOR SHEET NO. CALCULATED BY DATE JC PENNEY LEGGETT & PLATT 38 RF 1/25/2007 Deck Joist Analysis ANALYZE BEAM AS HAVING PINNED CONNECTIONS. W = LOAD *TRIB WIDTH = 125 PSF *1.5FT = 187.50 LB /FT V= W *U2 = 187.5 LB /FT * 7.5 FT /2 = 703 LB M = WLA2/8 = 188 LB /FT * (7.5 FT) ^2 *12/8 15,820 IN -LB Fb = (0.6) *(Fy) = 0.6 * 50000 PSI = 30,000 PSI fb = M /Sx = 15820 IN-LB/0.54525 INA3 = 29,015 PSI fb /Fb= 29015 PSI /30000 PSI = 0.97 5 1.0OK V J, .G L Mmax Deck Joist: C3 x 3 x 14ga. LOAD= 125 PSF TRIB WIDTH= 1.50 FT L = 7.50 FT Fy = 50,000 PSI Ix = 0.94 IN ^4 Sx = 0.55 IN ^4 INC. MATERIAL HANDLING ENGINEERING TEL: (909) 869 -0989 • FAX: (909) 869 -0981 161 ATLANTIC AVENUE • POMONA, CA 91768 PROJECT JC PENNEY FOR LEGGETT & PLATT SHEET NO. 39 CALCULATED BY RF DATE 1/25/2007 Deck Beam Analysis ANALYZE BEAM AS HAVING PINNED CONNECTIONS. W = LOAD*TRIB WIDTH = 125PSF *5FT = 625.00 LB /FT V= W *U2 = 625 LB /FT *3.5 FT /2 = 1,094 LB M = WL ^2/8 = 625 LB /FT * (3.5 FT) ^2 *12/8 = 11,484 IN -LB Fb = (0.6) *(Fy) = 0.6 * 50000 PSI = 30,000 PSI fb = M /Sx = 11484 IN-LB/0.42441 INA3 27,060 PSI fb /Fb= 27060 PSI /30000 PSI = 0.90 5 1.0 OK V max Mmax Deck Beam: C3 x 1 5/8 16ga. LOAD= 125 PSF TRIB WIDTH= 5.00 FT L = 3.50 FT Fy = 50,000 PSI Ix = 0.64 INA4 Sx = 0.42 IN ^4 INC. MATERIAL HANDLING ENGINEERING TEL: (909) 869 -0989 • FAX: (909) 869 -0981 161 ATLANTIC AVENUE • POMONA, CA 91768 PROJECT JC PENNEY FOR LEGGETT & PLATT SHEET NO. 40 CALCULATED BY RF DATE 1/25/2007 Load Combination Slab & Soil PER SECTION 1605.2.1 OF THE 2003 IBC. Load combination per 2003 IBC (16 -1) 1.4D 1.4D (16 -2) 1.2D + 1.6L +0.5(Lr or S) 1.2D + 1.6L (16 -3) 1.2D + 1.6(Lr or S) + (f1 L or 0.8W) 1.2D + 1.0L (16 -4) 1.2D + 1.6W + f1L + 0.5(Lr or S) 1.2D + 1.0L (16 -5) 1.2D + 1.0E + (f1 L + f2S) 1.2D + 1.0E + 1.0L (16 -6) 0.9D + (1.OE or 1.6W) 0.9D + 1.0E DL- total /col = 80 LB LL- total /col = 280 LB E = 791 LB Load combination (12 -1) Pmax = 1.4D = 1.4x80LB = 112 LB Load combination (12 - 2) Load combination ACI Pmax = 1.2D + 1.6L = 1.2x80 LB +1.6x280 LB = 560 LB Load combination (12 -3) & (12 Pmax = 1.2D + 1.0L = 1.2x80 LB +1.Ox280LB = 376 LB Load combination (12 -5) Pmax = 1.2D + 1.0E + 1:OL = 1.2 x 80 LB + 1.0 x 791 LB + 1.0 x 280 LB = 1,167 LB Load combination (12-6) Pmax = 0.9D + 1.0E = 0.9 x 80 LB + 1.0 x 791 LB = 863 LB Resultant Load combination Pmax = 1.4D + 1.7L = 1.4x80 LB +1.7x280 LB = 588 LB MATERIAL HANDLING ENGINEERING TEL: (909) 869 -0989 • FAX: (909) 869 -0981 161 ATLANTIC AVENUE • POMONA, CA 91768 (A) PUNCTURE Fpunct = 2.66 x (F'c ^0.5) = 2.66 x (2500 PSI) ^0.5 = 133 PSI Apunct = [(Weff. +t/2) +(Deff. +t /2)] x 2 x t = [(1.5IN +4IN/2) +(1.5IN +4IN /2)]x2x4IN = 56 IN ^2 (B) BEARING e gi tC1 4411441 41MIC INC. Pmax = 1,167 LB fv /Fv = P /[(Apunct)(Fpunct)] = 1167 LB /[56 IN ^2 x 133 PSI x 0.65] 0Bn= 0.85x0xfcxAl = 3,108 LB Pu /OBn= 1167 LB / 3108 LB (C) SLAB TENSION Sconc = 1 IN x (t ^2)/6 = 1 IN x (4IN) ^2 /6' = 2.67 INA3 Fconc = 5 x 0 x fc^0.5 = 5 x 0.65 x (2500 PSI) ^0.5 = 162.5 PSI fb /Fb = Mconc/[(Sconc)(Fconc)] = 62.14 IN- LB/[(2.67 IN ^3)(162.5 PSI)] PROJECT JC PENNEY FOR LEGGETT & PLATT SHEET NO. 41 CALCULATED BY RF DATE 1/25/2007 Seismic Slab & Soil Analysis THE SLAB IS CHECKED FOR PUNCTURE STRESS. IF NO PUNCTURE OCCURS THE SLAB IS ASSUMED TO DISTRIBUTE THE LOAD OVER A LARGER AREA OF SOIL HENCE, ACTING AS A FOOTING. CONCRETE IS REINFORCED. 10.24 <1.0 OK 10.38 < 1.0 OK BASE PLATE Weff. = 1.5 IN Deff. = 1.5 IN Asoil = P/[1.33 x fs] = 1167 LB/[1.33 x 500 PSF /(144IN ^2 /FT ^2)] = 252 INA2 L = Asoil^0.5 = (252.02 I102) 1 '0.5 . = 15.9 IN B = [(Weff.)(Deff.)] ^0.5 + t CONCRETE = [1.5 IN x 1.5 IN] ^0.5 + 4 t = 4.01N = 5.5 IN fc = 2,500 PSI b = (L -B)/2 = (15.88 IN - 5.5 IN)/2 = 5.2 IN Mconc = (w)(b ^2)/2 = [(1.33)(fs)(b ^2)]/[144 (IN ^2 /FT ^2) x 2] SOIL = [1.33 x 500 PSI x (5.19 IN) ^21/[144 (IN^2/FT ^2) x 2] = 62 IN -LB 10.14 < 1.0 OK Al = 2.3 IN ^2 fs = 500 PSF 0= 0.65 r' INC. MATERIAL HANDLING ENGINEERING TEL: (909) 869 -0989 • FAX: (909) 869 -0981 161 ATLANTIC AVENUE • POMONA, CA 91768 PROJECT FOR SHEET NO. CALCULATED BY DATE JC PENNEY LEGGETT & PLATT 42 RF 1/25/2007 Load Combination Slab & Soil PER SECTION 1605.2.1 OF THE 2003 IBC. Load combination per 2003 IBC (16 -1) 1.4D (16 -2) 1.2D + 1.6L +0.5(Lr or S) (16 -3) 1.2D + 1.6(Lr or S) + (f1 L or 0.8W) (16-4) 1.2D + 1.6W + f1L + 0.5(Lr or S) (16-5) 1.2D + 1.0E + (f1 L + f2S) (16 -6) 0.9D + (1.OE or 1.6W) DL- total /col = 80 LB LL- total /col = 560 LB E = 558 LB Load combination (12 -1) Pmax = 1.4D = 1.4x80LB = 112 LB Load combination (12 -2) Load combination (12 -5) Load combination (12-6) Pmax = 1.2D + 1.6L = 1.2 x 80LB + 1.6x 560 LB = 1,008 LB Load combination (12 -3) & (12-4) Pmax = 1.2D + 1.0L = 1.2x80 LB +1.Ox560LB = 656 LB Pmax = 1.2D + 1.0E + 1.0L = 1.2x8OLB +1.0x558LB +1.Ox560LB = 1,214 LB Pmax = 0.9D + 1.0E = 0.9 x 80 LB + 1.0 x 558 LB = 630 LB Resultant Load combination 1.4D 1.2D + 1.6L 1.2D + 1.0L 1.2D + 1.0L 1.2D + 1.0E + 1.0L 0.9D + 1.0E Load combination ACI Pmax = 1.4D + 1.7L = 1.4x80 LB +1.7x560 LB = 1,064 LB r is r171 111411.111 %VlIC INC. MATERIAL HANDLING ENGINEERING TEL: (909) 869 -0989 • FAX: (909) 869 -0981 161 ATLANTIC AVENUE • POMONA, CA 91768 PROJECT JC PENNEY FOR LEGGETT & PLATT SHEET NO. 43 CALCULATED BY RF DATE 1/25/2007 Static Slab & Soil Analysis THE SLAB IS CHECKED FOR PUNCTURE STRESS. IF NO PUNCTURE OCCURS THE SLAB IS ASSUMED TO DISTRIBUTE THE LOAD OVER A LARGER AREA OF SOIL HENCE, ACTING AS A FOOTING. CONCRETE IS REINFORCED. Pmax = 1,064 LB (A) PUNCTURE Fpunct = 2.66 x (F'c ^0.5) = 2.66 x (2500 PSI) ^0.5 = 133 PSI Apunct = [(Weff. +t/2) +(Deff. +t /2)] x 2 x t = [(1.5 IN + 4 IN/2) + (1.5 IN + 4 IN/2)] x 2 x 4 IN = 56 IN ^2 fv /Fv = P/[(Apunct)(Fpunct)] = 1064 LB/[56 INA2 x 133 PSI x 0.65] (B) BEARING 0Bn= 0.85x0xfcxAl = 3,108 LB Pu /OBn= 1064 LB / 3108 LB (C) SLAB TENSION Asoil = P /[1.0 x fs] = 1064 LB /[1.0 x 500 PSF /(144IN^2/FT ^2)] = 306 IN ^2 L = Asoil^0.5 = (306.43 IN ^2) ^0.5 • = 17.5 IN B = [(Weff.)(Deff.)] ^0.5 + t = [1.5 IN x 1.5 IN] ^0.5 + 4 = 5.5 IN b = (L -B)/2 = (17.51 IN - 5.5 IN) /2 = 6.0 IN Mconc = (w)(b ^2)/2 = [(1.0)(fs)(b ^2)]/[144 (IN^2/FT^2) x 2] = [1.0 x 500 PSI x (6 IN)^2]/[l44 (IN ^2 /FT ^2) x 2] = 63 IN-LB Sconc = 1 IN x (t ^2)/6 = 1 IN x (4 IN) ^2/6 = 2.67 INA3 Fconc= 5x0xfc ^0.5 = 5 x 0.65 x (2500 PSI) ^0.5 = 162.5 PSI fb /Fb = Mconc/[(Sconc)(Fconc)] = 62.55 IN- LB/[(2.67 IN ^3)(162.5 PSI)] 10.22 <1.0 OK 10.34 <1.0 OK BASE PLATE Weff. = 1.5 IN Deff. = 1.5 IN Al = 2.3 IN ^2 CONCRETE t= 4.0 IN fc = 2,500 PSI SOIL 10.14 < 1.0 OK fs = 500 PSF 0= 0.65 04-04 -2008 TODD BOWSER 633 SOUTHCENTER MALL TUKWILA WA 98188 RE: Permit No. D07 -045 1068 SOUTHCENTER MALL TUKW Dear Permit Holder: 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 05/04/2008 , 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, er Marshall, Pe t Technician xc: Permit File No. D07 -045 City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 October 23, 2007 Pat Burns Westfield — Southcenter 633 Southcenter Mall Tukwila WA 98188 RE: Request for Extension Development Permit No. D07 -045 JC Penney —1068 Southcenter Mall Dear Mr. Burns, This letter is in response to your written request for an extension to Permit No. D07 -045. The Acting Building Official has reviewed your letter and considered your request to extend the above referenced permit. The City of Tukwila Building Division will be extending the expiration date of your permit an additional 180 days, through May 04, 2008. If you should have any questions, please contact our office at (206) 431 -3670. Sincerely, File: Permit No. D07 -045 City of Tukwila Department of Community Development Steve Lancaster, Director P:\Permit Center1Extension Letters \Pemuts\200TD07 -045 Permit Extension.doc jem Steven M. Mullet, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 October 16, 2007 City of Tukwila Department of Public Works 6300 Southcenter Boulevard, Suite 100 Tukwila, WA 98188 Attn: Building Official RE: Permit Application No. D07 -045 633 Southcenter Mall Tukwila, WA Subject: Request for Extension Sincerely, Pat Burns Director of Construction PB:tlh RECEIVED OCT 1 8 2007 PUBLIC Westilek! Westfield — Southcenter 633 Southcenter Seattle, WA 98188 PH (206) 802 -6058 FX (206) 246 -2856 We are in receipt of the City of Tukwila's letter dated October 2, 2007, regarding the above referenced Permit. In response, please accept this letter as written notification that Westfield is still performing work required under this permit and therefore are requesting an extension per the City's direction. Should you have any questions or require additional information, please do not hesitate to contact me at 206 - 786 -9011 (cell), or 206 - 802 -6058 (office). 64ip 6 y / °11 wi 10 -02 -2007 TODD BOWSER 633 SOUTHCENTER MALL TUKWILA WA 98188 RE: Permit No. D07 -045 1068 SOUTHCENTER MALL TUKW Dear Permit Holder: 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 writinz 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 11/06/2007 , 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, J: ` er Marshall, Permit Technician Xc: Permit File No. D07 -045 City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director 6300 Southcenter Boulevard. Suite it • Tukwila Wachinatnn OR1RR • Phnno• 9llfi_471_2 R7n - ❑.,.,. 111,4 471 7AAc PERMIT COORD COPYN- PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D07 -045 DATE: 05 -04 -07 PROJECT NAME: JC PENNEY STOCKROOM SITE ADDRESS: 1068 SOUTHCENTER MALL Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # X Revision # 1 After Permit Issued DEPARTMENTS: 11 Atf B i�1 Iding Division Public Works ❑ DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: Incomplete ❑ Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTING: Please Route 71 Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions Notation: REVIEWER'S INITIALS: Documents/routing slip.doc 2 -28-02 Fire Prevention ❑ Planning Division C Structural ❑ Permit Coordinator n DUE DATE: 05-08-07 No further Review Required DATE: DUE DATE: 06-05-07 Not Approved (attach comments) n DATE: Not Applicable n Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: ACTIVITY NUMBER: D07 -045 DATE: 02 -07 -07 PROJECT NAME: JC PENNEY SITE ADDRESS: 1068 SOUTHCENTER MALL X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Issued DEPARTMENTS: Building 'vision 0 trl Public Works ❑ Comments: PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP TUES/THURS ROU ING: Please Route Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions Notation: REVIEWER'S INITIALS: Documents/routing slip.doc 2 -28 -02 51' 2.4- 07 Fire Prevention Ad Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete FA Incomplete ❑ ❑ Permit Coordinator n Planning Division DUE DATE: 02 -08-07 DATE: DATE: Not Applicable E Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: No further Review Required C DUE DATE: 03-08-07 Not Approved (attach comments) n Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS STAFF INI IALS Summary of Revision: Received by: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INI IALS Summary of Revision: Summary of Revision: P.{tjr1.ki6 [ phrix ILL rvv.k , AO, MAr,Vx , ti AMQtfy 6 ttU - Received by: M A, 1-.1 I LtrtQiz) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: - Received by: PROJECT NAME: SITE ADDRESS: 10( REVISION LOG PERMIT NO: 1 0 1 - 0 " 1 t ORIGINAL ISSUE DATE: (please print) (please print) (please print) (please print) (please print) 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: ttp : //ww .cl.tukwila.wa us Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: MA-4 9 3, 'Zoo 7 ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # 'NJ Revision # I after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Plan Check/Permit Number: D O 7^ 0 4 5 . Steven M. Mullet, Mayor Steve Lancaster, Director crre MAY 0 3 2007 rn...,t c;ENTEF Project Name: -J G P i t e. — 1 STO C —(2c') t� Project Address: IOtdS Sour Li F12_ MALI, Tu Contact Person: MAt21G. 1_111. Phone Number: 2.0(n >1 I el Lo Summary of Revision: G-1A►.> Ex (T I -o c.•a I 0 A pl, MATEM t_ L1 F T t col r—• S (-1 >,v N (-31 / I Sheet Number(s): A — I A -2- A -3 "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: Entered in Permits Plus on 1applicationslfmms- applications on linekevision submittal Created: 8-13-2004 Revised: Business Owner Information Name Role Effective Date Expiration Date BASTIAN, BRAD PRESIDENT 05/23/2001 Bond Amount NIELSEN, JEFF VICE PRESIDENT 05/23/2001 103355900 Bond Information Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date #3 TRAVELERS CAS & SURETY CO 103355900 08/30/2001 Until Cancelled $12,000.00 09/06/2001 Look Up a Contractor, Electri' or Plumber License Detail Page 1 of 2 Washington State Department of Labor and Industries GenerallSpecialty 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. License Information License Licensee Name Licensee Type UBI Ind. Ins. Account Id Business Type Address 1 Address 2 City County State Zip Phone Status Specialty 1 Specialty 2 Effective Date Expiration Date Suspend Date Separation Date Parent Company Previous License Next License Associated License BNBUII *990K3 B N BUILDERS INC CONSTRUCTION CONTRACTOR 602056687 CORPORATION 1518 FIRST AVENUE S STE 200 SEATTLE KING WA 98134 2067180960 ACTIVE GENERAL UNUSED 5/23/2001 9/12/2007 BASTINB0000J PURODSI984JN https: // fortress. wa. gov /lni/bbip /printer.aspx ?License= BNBUII *990K3 02/26/2007 EXIS ING EXISTI\ �l Immorammerrloarm EXIST! \G CORRIDOR EXISTING EXISTING CORRIDOR EXISTI\ TRUCK NEW TENANT SPACE Tl Me WARM Kw - ONION N- _-• MANI t _I EXISTI G MALL ENTRY Leggett & Platt Store Fixtures Group Morgan Marshall Division 383 East 16th St, Chicago Heights, IL. 60411 -3798 Phone: 708 -758 -6300 Fax: 708-758-5858 REVISIONS: DESCRIPTION: EnaSICHS No changes shall be made to the scope c 7 1.7o,r11 without per approval crf E 72zwila Building 63iv6c °�r�. aav: :ors will require a new plan curm: t:I m :y incudo additional plan review foes. Nuke,: P,er�unV�A CPnlnny h is mimmivvi, Pa"' P;st. 5ec4ioi tibe.y Me&tii' od eyBess it l�,v�;wti{;ma f G. 96#'thi fOOfr. Plan review approval is subject to errors and omissions. Approval of construction documents does not authorize the violation of any accepted code or ordinance. Receipt of approved Reid Copy and condition, is acknowledged: vledged: City of Tukwila BUILDING DIVISION RECEWED crr f- :TUv'' pL ,r FEB 07 7007 PERMIT CENTER PROJECT: JCPenney STORE #4696 SEATTL] VENDOR #12291 -1, FOB POINT 06 COVER SHEET DRAWN: CHECKED: BH SCALE: N.T. PROJECT NO.: 2 2008 FILE NAME: JC PENNEY 1403 DATE: SHEET: DEC.27,2006 1 OF 7 NUMBER: .L I 51CB 51CB 51CB 51CB 51CB 51CB 51CB • 51CB 51CB ,151CB 51CB 51CB _ 51CB 51CB 51CB 51CB 51 C6 51 CB � 51 CB 51CB 51Ca 51CB 51CB I 51CB 51CB 51 CB U C.) U LC) 51CB 51CB 51CB 1251168BA 1251168BA ' In 51CB 51CB 51CB 51CB 1251168BA tn C-) I 1251168BA 3 ,_ 0 " cr( U LCD m mm co coco — r CD c-- N N e �-- 36CB 251168BA o 1251168BA 51CB 51CB 51CB 51 QB 1251168BA co �' m m m (00 m co (0 m (.0 �-- 0 0 0 U �-- C (Q (0 c 0 r0 V) N) rr) re) r) N) I.0 N N N N CO co co U co m 3 —U m U c.)- LC] LC) m m B LC) m (0(000 CO Ica:i 0- 77. 0 0 LO L ' - ‘ 3 N N N • - LC) U LC) U LC) 36CB 1 F 3608 510B 51CB 51CB 51CB 51CB 3608 51CB 51CB 51CB 51CB LCD co U I) co U L() On U LC) 51CB 51C8 51CB 51CB m mm CO CC 7- (0 t- N N N e 51CB 51CB 5108 51CB CO < < CO ®.� --- co mm - U co (0m(0 03 U r– e- ,C0 U �- rr) r Nr) Nr) V) rr) rr) •() NN N _ N mm mm 3 CC U C j 2 LC) QB 02 00 CO CO CO COC CO CO CO () mm U U LC) rr) LCD _ U C) _U L L() 10 N N N-- L[) IC) N 51CB 51CB 51CB 51CB 0" 01 co N U LCD 1236168B co Oo co 5108 51CB t co t � 0 Ln co C) LCD co N CO cc, rr) 36CB 1 36CB 1 CO CO co 03 U to CO Nay Ise) N N CO CO CO U LC) CO m U CO U LCD CO U CO U CO CO CO N 123696BA 1251168BA . L V 1 1 V V V• � 51CB 3' -0" I 510B 51C 51CB 51CB I 51C.Q co 1-4 N m CO co CO �c0 r rr) rr) N CO U LC) 0 LO CO U LCD U CO LC) m (0 N N co oo LCD N STOC U 5106 I 51CB 51CB 51C. 51CB 51CB 51CB 51CB 5108 51CB 51 GB 51CB 51CB 51CB 1251168BA CO CO 360B F 51CB 1251168BA Cb Ise) N m m M CO CO (0 N) N oo Y -- N CO U CO 0 LCD 13' --11" STAIRCASE (O.S.H.R. TO O.S.H.R.) U r -- LC) U co LC) CO r N CO N (0 LCD CN /<R00 1236168BA 51CB v GENERAL NOTE: BRACING CRITERIA CROSS BRACING IS REQUIRED FOR ALL SHELVING UNITS. PLEASE SEE DETAILS ON SHEET 5 OF 9 OF DETAILS SHEETS FOR BRACING PATTERNS. BACK TO BACK UNIT CAN SHARE BRACING IF THEY ARE FASTENED TOGETHER WITH BACK TO BACK HARDWARE OR TAP SCREWS. OVERHEAD BRACING IS REQUIRED ON SINGLE LEVEL UNITS. PLEASE SEE DETAILS ON SHEET 6 OF 9 OF DETAIL SHEETS FOR OVERHEAD BRACING. 0o 0 LC) CO U LC) 2 f _ o /" TO STRINGER co LCD U CO IC) (0 rr) m i '2 «<L co co co co co (0 y r N N N IIP,� 51CB 51C / < < < < < < � mm� (0m m Ca com � 0 0 co co-40 (p(00000 c 0(000 rn rr) rr) r7 rt) Nr) rro rr) rr) NO rr) rr) N N N N CO LC) 00 C) 0 LC) r y 1 36CB f 1 36CB —0" 1251168BA —o — LOW "1251168BA 251168BA 51CB 51CB 51CB 51CQ` 1251168BA 1251168BA r'`' 51CB 51CB 51CB 51CRL 1251168BA 7 1251168BA 00 U IC) co U LC) CO U 00 LCD 36CB R L p DO NOT INSTALL STO SHELVIN G IN FRONT OPENING UNTIL COMP OF MALL EXPANSIO I N JUNE 2008. 123696B 36CB U l op rp, 1 6B K TI ON mmm CO 00 CO C N N LC) c - A— m C) LC) co LC) CO U LCD co U LD 51CB 51CB 51CB co c0 N N m m m (0(0 CO " LC) r LC) N N N V"•"' y r 3 f _ 0 O " < � B m m on 0 m U LCD co U LCD co C0 r7 m U LC) U LC) 36CB �I 1 36CB = V -L Leggett & Platt Store Fixtures Group Morgan Marshall Division 383 East 16th St. Chicago Heights, IL. 60411 -3798 Phone: 708 -758 -6300 Fax: 708 -758 -5858 51CB 51CB 51CB 510 51C11 51 CB 51 CB 5106 51CB 51CB 510B 51CB 5108 51CB 51CB 51 CB N N N N- co U LC) t REV. CO LC) CO CO N m m M wsl■ft..+ N QQQ �QBQ CO CO CO rz] m m 00 a0 a0 03 03 OCJ (0 CO CO ==== CO co CO ro N N N r — m N) m U LC) co 0 LC) CO CO Nr7 CO U LCD U LC) 51CB m Q on ■ClIe■i• (0 N CO C-) CO rr) 00 U C) LC) REVISIONS: DESCRIPTION: 12361688 CO m U Lf) 36CB 36CB I I 51CB DUF o I 0) 1251168BA N \ 1236168BA 51CB ; 5 CB 36CB 3'_81! 5106 5 *CB 36CB , 1251168BA 1236168BA I 1251168BA _' 51CB 51CB 51CB 5 ,tCB 1251168BA ;b 1251168BA'' 3' -o" 51CB 51CB 51CB 5,CB 1251168BA, (o c0 N m (0 CO N- U LO LC) N LCD y CO 0 LCD m 0 L() 0 II) DATE: Co CJD Lei C.) U w 51CB 51CB 51CB 5108 510B 51CB 51CB I 51CB 51CB I 51CB 51CB GENERAL NOTES: O 51CB 510B m co CCI U N r) m CO LC) N 0 0 m U LC) 00 0 LC) m LC) CO LCD =7= PROJECT: CO "ti R 51CB 5108 y— v - CO L LC) co U LCD 16 1 0 1CB 36CB 1251168BA 1236168BA 51CB 51CB mmm CO CO CO f r- re) LC) _ N N � N- 36CB1 36CB STRINGF m U LC) 13' -11" STAIRCASE (O.S.H.R. TO O.S.H.R.) CO U LC) CO C) LC) CO C-) LC 51CB 51CB OD CO co U CO c o co co N rr) ►' r ) CO N e r V -- 36CB1 N .�._.® N 0 VATCHLI A—A SEE SH 3 OF 7 51CB 51CB m U LC) 00 T- LC) REVIEWED FOR COMPLIAN CODE r r,fUcfl FEB 1 3 ZOO m m m (0(0 CO T--- r r- N N N 36CB \E =ET Cis! Of Tukwila BUILDING 1) EXPRESS RACK UPRIGHT POSTS ARE 50 KSI STEEL, ALL OTHER COMPONENTS ARE 33 KSI. 2) ALL CATWALK ELEVATIONS ARE 8' —O" NOMINAL. 3) CONTRACTOR TO INSTALL MASONITE PANELS TO THE BACK OF ALL "EXPOSED "UNITS NEAR OPENINGS. 4) CONTRACTOR TO MODIFY 8' —O" "BELOW" ONLY UNITS, AS NEEDED IN FIELD, SO NOT TO INTERFERE WITH CATWALK FRAMING. 5) CONTRACTOR TO INSTALL SLATWALL PANELS AFTER THE CATWALK SYSTEM IS COMPLETE AND SHOULD CONFIRM WITH JO PENNEY FOR EXACT LOCATION. 6) ALL STAIRWAY OPENINGS NEED TO BE A MINIMUM OF 42 ". FLOOR PLAN - GENERAL KEY PASS -THRU UNITS ONLY BELOW UNITS ONLY DENOTES 16 GA. SINGLE COLUMN DENOTES 14 GA. DOUBLE COLUMN DENOTES 14 GA. DOUBLE COLUMN FOR (2) STACKED 14 GA. DOUBLE CHANNELS JCPenney STORE #0696 SEATTLE, WA VENDOR #12291-1, FOB POINT 06 FLOOR PLANS DRAWN BH -- UNIT WIDTH — UNIT - AEUNITv DEPTH FEB 07 ?007 PE8601 E_P�._14 6'_53 co LC) m LCD SCALE: 1/4" = 1' CO C.) LC) CO C-) N -- CHECKED: PROJECT NO.: 1403 DATE: DEC.27,2006 m m co co L7) No N N I3pCB 1 1 1 FILE NAME: JO PENNEY NUMBER: SHEET: 2 OF7 ff STEP -1 FRAME INSERT BASE SHELF SECOND TAP FROM STEP -2 —ON UPRIGHT. OF BASE FROM SHELF FLOOR. .---"I" � INSERT TO STEP -3 OF SECOND WORKING SHELVES SHELF UP. FOR DISTANCE STEP -4 SELF #10 TO TO x ' REAR UNIT WITH TAP SCREWS. SEE UPRIGHT AT FLOOR 5/8" SELF TAP �� \ .� STAND UPRIGHT. INTO FLOOR. STARTER THE , 1 .00 0 ? 1 , : ilio..,„,...„7 STAND OTHER SECOND ADD END HOLE INSERT STARTING FROM REFER BETWEEN I' 1 � 10, THE BALANCE FROM THE FLOOR AND TO ELEVATIONS SHELVES. e polo . INS � �� eRT 4T H i, z S , SfRT SST FASTEN BACK BRACE (4) #10 x 5/8" CROSS BRACE INSTRUCTIONS. STEP -5 FASTEN LEVEL SCREWS. 10 KICKPLATE WITH (2) � �. PART # WIDTH UNIT " X" WEIGHT ERBB -36 36" 46" 2.1 ERBB -42 42" 53 1/4" 2.2 ERBB -48 48" 63" 2.3 DETAIL 1 4 "MAX. 4 "MAX. TYP. TYP. DETAIL 2 NOTE: 1) ATTACH EACH BRACE WITH (4) #10 x 5/8" SHEET METAL SCREWS. * — NEVER FASTEN TWO BRACES WITH ONE SCREW BACK TO BACK RUN BRACING BRACING BACK TO BACK RUNS CAN SHARE BRACES ONLY I F THE BACK TO BACK UPRIGHTS ARE FASTENED TOGETHER WITH BACK TO BACK HARDWARE. OR TEK SCREWS SEE DEATIL SHEET 6 OF 9. FINISHED FLOOR 1 U T 40" 13r— I T 2 UNITS SEE DETAIL 1 UNDER 8'- --0" i 40" 13r— MULTIPLE UNITS EXPRESS RACK STOCKROOM DETAILS 13r— co 7 w- 44 0 r °- 5NJ 1 UNIT r r 2 UNITS 8' -O" TO 10' -0" 5" ' -J 40'm 40" J I MULTIPLE UNITS 5 CROSS BRACE INSTRUCTIONS FOR SINGLE LEVEL AND DOUBLE DECK UNITS (SEISMIC) 51 1 UNIT r 40' ca 2 UNITS 12'-0" AND HIGHER SEE DETAIL 2 MULTIPLE UNITS ATTACH KICKP_4TE TO UPRIGHT FRAME AT FLOOR LEVEL WITH (2) #10 x 5/8" SELF TAP SCREWS. NOTE: SIDE BY SIDE KICKPJaTES SHARE COMMON UPRIGHT. 16 GA. GALVANIZED STEEL KICKPLATE DETAIL BACK FLANGE SPOT WELDED TO UNDERSIDE OF SHELF FRONT SECTION 5 -B 3/4" 22 GA UNIVERSAL SHELF 7 L SHELF NESTS INTO TABS ON UPRIGHT POSTS 22 GA UNIVERSAL SHELF SECTION A -A SECTION OF TOP SHELF REMOVED FOR CLARITY •� 4* UNIVERSAL SHELF SHELF GAUGE = 22 GA. 22 GA METAL STRINGER TABS � 16 GA f UPRIGHT POST METAL - KICKPLATE © AISLE METAL STRINGER SHELF TO UPRIGHT POST CONNECTION EXPRESS RACK ASSEMBLY 3/4" BACK BRACE = 16 GAUGE GALVANIZED STEEL 1 /4" DIA. BACK BRACE DETAIL NOTE: ATTACH TO UNIT WITH (4) #10 x 5/8" SELF TAP SCREWS, (1) PER END OF EACH STRAP 72" UPRIGHT (TYP.) 96" NOTE: ATTACH BACK TO BACK UNITS WITH #10 x 1 1/4" SELF TAP SCREW 0 - DENOTES SELF TAP SCREW LOCATION 168" Leggett & Platt Store Fixtures Group Morgan Marshall Division 383 East 16th St. Chicago Heights, IL. 60411 -3798 Phone: 708 - 758 -6300 Fax: 708-758-5858 APPROX. SCREW PATTERNS FOR BACK TO BACK UNITS REVISIONS: REV. 6 7 3 4 DESCRIPTION: REV.CROSS BRACE LAYOUT 26 GA. PANEL ADDED REV.CROSS BRACE INSTR.PER JCP REV.CROSS BRACE INSTR.PER JCP 5 ADD, 501/4" DIM. TO KECKPL. DETAIL Dq 0'15' 26 GA. vErAL PA\EL CLOSED EXPRESS RACK FRAMES DATE: 6/13/06 01 - 25 - 07 3/15/06 3/29/06 5 -1 -06 PROJECT: JCPenney SEISMIC DETAIL SHEETS FOR JCPENNEY STORE NO. & LOCATION REFER TO COVER SHEET Vendor #12291 -1, FOB Point 06 EXPRESS RACK DETAIL SHEET RECEIVED OM( r3V',tdd!uk FEB 07 7007 PERMIT GE $TFR ..5L9' PR 1 .2 2008 FILE NAME: JCPENNEY NUMBER: SHEET: 3 OF 7 S NI 51CS 51CS 51CS I 51CS 51CS 51CS 51CS I 51CS 51CS 51CS 51CS 51CS 51CS 51CS 51CS 51CS 51CS 51CS 51CS 36CS 51CS 51CS 51CS 51CS 51CS 51CS 36CS 36CS C) LCD U U U LC) C) LC) U LCD U LC) 51CS C) CO C) 51CS Q 1251 m 2BA 3f 51CS I 51CS 51CS 51CS 51CS 51CS 51CS 51CS 51CS 51CS 51CS 51CS 51CS 0 51CS 51CS 0 51CS 51CS A 5103 51CS 5103 5105 51CS 5103 51CS 51CS 5103 51CS 1 51CS 51CS 51CS 51CS 5103 51CS I 51 CS 51CS 51CS 51CS 51CS 51CS 51CS 51CS 51CS `9 (I) U LC) (f) U 0 (1) U (f U U re) (n C-) LCD (f) C.) LO U') LCD U U LC] U 36CS 36CS 11 36CS 1L U (0 N) (f) U U) U LC) C) Cf) 0 LC) U 36CS C-) N) C1) U U N) U) C—) 36CS U U) U L(7 (I) U L() U CO N) U) U U) U L() 1 36CS 2'f Ztr U U C_7 C) CC) U U � � �� U) U LC) (.f U LC) U LC) (f) U r-- IC) 36CS (n C.� LC) C.� LCD (n U U) U z ) cci) C) werInOinmelaws 1? 5103 H 5103 51CS 9 51CS 5103 51CS 51CS 5103 51CS 51CS 5103 5103 51CS 5105 5103 51CS 51CS 51CS 51CS 5103 U N (f ) U L.C) DN ----� U (f ) U LCD 360S1 I 5105 STOC U) C.� U) U LC) 13' -11" STAIRCASE (O.S.H.R. TO O.S.H.R.) (n C.) (f ) U L.C) KROO 51CS V C) N) (n Q LCD (f) U U') 1- r U U) C.� LCD 42" PROTECTIVE GUARD RAIL PART #PHRB -42) 10 123672BA U) Ca (f) 0 LCD U U 0 co co (n U (.f U LC) 36051__..._._1 36CS 5103 5105 5103 51CS 5103 J 5105 I 51CS 51CS 51CS 51CS 5105 5103 51CS 5105 51CS 51CS 51CS 51CS 51CS 5103 51CS 51CS 51CS 5103 51CS 51CS 5103 5105 51CS 51CS 51CS 51CS 5105 51CS 51CS 5105 7 U) (0 N) (n U GENERAL NOTE: BRACING CRITERIA CROSS BRACING IS REQUIRED FOR ALL SHELVING UNITS. PLEASE SEE DETAILS ON SHEET 5 OF 9 OF DETAILS SHEETS FOR BRACING PATTERNS. BACK TO BACK UNIT CAN SHARE BRACING IF THEY ARE FASTENED TOGETHER WITH BACK TO BACK HARDWARE OR TAP SCREWS. OVERHEAD BRACING IS REQUIRED ON SINGLE LEVEL UNITS. PLEASE SEE DETAILS ON SHEET 6 OF 9 OF DETAIL SHEETS FOR OVERHEAD BRACING. 36CS CD (0 N) U) U L() U) U e -- LC) ,PPER LFV co N) (1) U Cr) U LCD L zti C) U LCD (f) U LCD (n C c ,9 ) 0 (f) Q LC) 36CS(_J 36CS (f) U (f) C) LC) V) N) U U U r LCD co N) (f) 0 LC) 36CS11 36CSL.� 5 2 5 Leggett & Platt Store Fixtures Group Morgan Marshall Division 383 East 16th St. Chicago Heights, IL. 60411 -3798 Phone: 708 - 758 -6300 Fax: 708 - 758 -5858 (f) U LC) (1) 0 LCD REV. 51CS 5103 51CS 51CS 36CS 36CS 51CS 51CS 5105 51CS 5105 51CS 51CS 51CS 5103 5103 5103 51CS 51CS 51CS 5105 U N) U) U L() (I) 0 LCD CO N) U LC ) () U 51CS )C o it LT 0 U N) cn U LC) (n U LCD U LC') (I) 0 DESCRIPTION: (CT) Fr Sa ?f 5a1- 5a 52r S c: .50 Fr ) ) `! U N) (f) U LCD N) C') U C) 36CS.__ 36CS REVISIONS: DATE: 13' -11" STAIRCASE (O.S.H.R. TO O.S.H.R.) U CD N) (n U (f) U z-- L.CD C) N) C/) C.3 r L() 36CS Zr C) N) U (n U c IC ) C!) U N) U) U s -- LC) C!) U LCD VATC L\E 8-8 SEE S EET 5 OF 7 42" PROTECTIVE UARD RAIL PART #PHRB -42) / z et Q CO (f) U LC) (� U LC) 36CS 2 ABOVE UNITS ONLY wO CO C) U LC) U LC) 3 II II II II B CSI PROJECT: JCPenney STORE #0696 SEATTLH:, WA VENDOR #12291 -1, FOB POINT 06 FLOOR PLANS ST CC EX 125172BA Eceg= REVIEWED CODE COMPLIANCE nmriurgn FEB 13 2007 City Of Tukwila BUILDING DIVISION FLOOR PLAN -- GENERAL KEY U IT R EC E i !� ! E D Pi FEB 0 7 7007 PASS-THRU UNITS ONLY PIERMITCENTER UNIT WIDTH DRAWN: BH CHECKED SCALE: PROJECT NO.: 1403 DATE: DEC.27,2006 EXPIRE \PR 1 08 I FILE NAME: JC PENNEY NUMBER: SHEET: 4OF7 - ICS ICS ICS ICS r r +r w 11/4 r, r r r r. r r r r r r r r • - -- � r r r r r r r r .r ICs 51CS 51CS ICS ICS 5105 51CS CD C.) (0 (0 re) re) (1) (1) LC) U U c^- (n C) 51CS 51CS (� C) (I) U (f) C) (J) C) 36CS1 36C§1_ 5105 51CS.. 51CS 36CS 51CS 36CS 51CS 51CS 51CS I 51CS 51CS 51CS 51CS 51CS 5103 51CS 5105 51CS 5105 51CS 51CS 51CS 51CS I 51CS 51CS Q 51CS 5105 51CS 51CS 51CS 5105 51CS 51CS 51CS 51CS V) (I) 0 0 (0 (0 rr) •r) (f) (1) 0 0 r LC ) (f) C) T 51CS U r� CD 0 O U) DN -= 0 0 co co ro U) C (f) C) Cn C) (I) C) 36CS _I 36CS 51CS 5105 36CS 13' -11" STAIRCASE (O.S.H.R. TO O.S.H.R.) v) 0 0 (0 t0 re) re) Cf) Cf) 0 0 — r (f) Cr) 36CS (1)(I) 0 0 ro re) (f) (f) U C) — r 3 36CS VATCHLI\E B -B S =E SHEET 4 OF 7 42" PROTECTIVE GUARD RAIL (PART #FHRB-42) (/) 0 1 251 CD - J I I.iJ x Q ll W CL 2BA 3 C 125172BA STOCK SHELVING ABOVE CORRIDOR TO BE COMPLETED UPON COMPLETION OF MALL EXPANSION IN JUNE 2008 124872BAl23672BA 123672BAm N N- CO N GENERAL NOTE: BRACING CRITERIA CROSS BRACING IS REQUIRED FOR ALL SHELVING UNITS. PLEASE SEE DETAILS ON SHEET 5 OF 9 OF DETAILS SHEETS FOR BRACING PATTERNS. BACK TO BACK UNIT CAN SHARE BRACING IF THEY ARE FASTENED TOGETHER WITH BACK TO BACK HARDWARE OR TAP SCREWS. OVERHEAD BRACING IS REQUIRED ON SINGLE LEVEL UNITS. PLEASE SEE DETAILS ON SHEET 6 OF 9 OF DETAIL SHEETS FOR OVERHEAD BRACING. 84" PROTECTIVE GUARD RAIL (PART #PHRB -84) 2 REQUIRED Leggett & Platt Store Fixtures Group Morgan Marshall Division 383 East 16th St, Chicago Heights, IL, 60411 -3798 Phone: 708 -758 -6300 Fax: 708-758-5858 REV REVISIONS: DESCRIPTION: D�- DATE: PROJECT: FLOOR PLA\ PASS --THRU UNITS ONLY ABOVE UNITS ONLY JCPenney STORE #0696 SEATTLE, WA VENDOR #12291 -1, FOB POINT 06 FLOOR PLANS REVIEWED COMPLIANCE CE _ knrir fl FEB 13 Z001 Oty Qf Tukwila BUILDING DIVISION - GENERAL KEY — UNIT WIDTH SCALE: 1/4"=1'-0" PROJECT NO.: 1403 DATE: DEC.27,2006 RECEIVED CITYOFTVJ L FEB 0 7 7007 PERMITCE6TTR r - UNIT TYPE 12 48 144 S_,. T U N H E :H - k:.. U _ . — UNIT DEPTH NUMBER: SHEET: 5 OF 7 CROSS BRACING IS REQUIRED FOR ALL SHELVING UNITS. PLEASE SEE DETAILS ON SHEET 5 OF 9 OF DETAILS SHEETS FOR BRACING PATTERNS. BACK TO BACK UNIT CAN SHARE BRACING IF THEY ARE FASTENED TOGETHER WITH BACK TO BACK HARDWARE OR TAP SCREWS. OVERHEAD BRACING IS REQUIRED ON SINGLE LEVEL UNITS. PLEASE SEE DETAILS ON SHEET 6 OF 9 OF DETAIL SHEETS FOR OVERHEAD BRACING. GENERAL NOTE: BRACING CRITERIA STOC KROO FRAM V LOWER LEVFL G PLA\ Leggett & Platt Store Fixtures Group Morgan Marshall Division 383 East lfith St. Chicago Heights, IL 60411 -3798 Phone: 708- 758 -6300 Fax: 708 - 758 -5858 REV. GENERAL NOTES: 1) EXPRESS RACK UPRIGHT POSTS ARE 50 KSI STEEL, ALL OTHER COMPONENTS ARE 33 KSI. 2) ALL CATWALK ELEVATIONS ARE 8'--0" NOMINAL. 3) CONTRACTOR TO INSTALL MASONITE PANELS TO THE BACK OF ALL "EXPOSED "UNITS NEAR OPENINGS. 4) CONTRACTOR TO MODIFY 8'--0" "BELOW" ONLY UNITS, AS NEEDED IN FIELD, SO NOT TO INTERFERE WITH CATWALK FRAMING. 5) CONTRACTOR TO INSTALL SLATWALL PANELS AFTER THE CATWALK SYSTEM IS COMPLETE AND SHOULD CONFIRM WITH JC PENNEY FOR EXACT LOCATION. 6) ALL STAIRWAY OPENINGS NEED TO BE A MINIMUM OF 42 ". FRAMING KEY: ® BELOW UNITS ONLY SINGLE UNE DENOTES 14 GA. SINGLE CHANNEL DASHED UNE DENOTES 36 WIDE AISLE TIES DOUBLE UNE DENOTES 14 GA. DOUBLE CHANNEL DENOTES (2) STACKED 14 GA. DOUBLE CHANNELS DENOTES (3) STACKED 14 GA. DOUBLE CHANNELS DENOTES 14 GA. SINGLE COLUMN 0 q ��0 DESCRIPTION: bo PASS -THRU UNITS ONLY DENOTES 14 GA. DOUBLE COLUMN DENOTES 14 GA. DOUBLE COLUMN FOR (2) STACKED 14 GA. DOUBLE CHANNELS REVISIONS: DATE: PROJECT: VATCHLI C -C SEE S 7 OF 7 CENTER "J" HOOK (TYP. OF 3) EET NOTES: JCPenney STORE #0696 SEATTLE, WA ENLARGED DETAIL 1) ALL ENDS OF BACK TO BACK SHELVING U HAVE (3) CENTER "J" HOOKS (CJ) INSTALLED TO T TO PROVIDE MAXIMUM SUPPORT OF CHANNELS. SEE ENLARGED DETAIL 2) LEFT AND RIGHT "J " HOOKS (LJ & RJ) ARE TYPICALLY MOUNTED ON THE OUTSIDE OF THE SHELVING UNITS, BUT CAN ALSO BE MOUNTED INTO THE INSIDE TABS OF UNIT ONLY WHEN NECESSARY AS SHOWN IN ENLARGED DETAIL VENDOR #12291 -1, FOB POINT 06 FRAMING PLAN I R EV cor FOR E CODE FEB 1 3 2001 City Of TuTTWliIM BUILDING DIVISION RIGHT "J" HOOK SHOWN MOUNTED TO THE INSIDE OF SHELVING UNIT DRAWN BH D CHECKED SCALE: 1/4"=V-0" PROJECT NO.: 1403 DATE: DEC.27,2006 STO CON EXP RECEIVED rYOFT" 11 FEB 0 7 7007 ERMITCENTE FILE NAME: ETC PENNEY NUMBER: SHEET: 6 OF r\ I'� El • VATCHLI\E c-c SEE SHEET 6 OF 7 II C STOCK SHELVING ABOVE CORRIDOR TO BE COMPLETED UPON COMPLETION OF MALL EXPANSION IN JUNE 2008 14' -6 GENERAL NOTE: BRACING CRITERIA CROSS BRACING IS REQUIRED FOR ALL SHELVING UNITS. PLEASE SEE DETAILS ON SHEET 5 OF 9 OF DETAILS SHEETS FOR BRACING PATTERNS. BACK TO BACK UNIT CAN SHARE BRACING IF THEY ARE FASTENED TOGETHER WITH BACK TO BACK HARDWARE OR TAP SCREWS. OVERHEAD BRACING IS REQUIRED ON SINGLE LEVEL UNITS, PLEASE SEE DETAILS ON SHEET 6 OF 9 OF DETAIL SHEETS FOR OVERHEAD BRACING. Leggett 383 & Platt Store Fixtures Group Morgan Marshall Division East 16th St. Chicago Heights, IL. 60411 -3798 Phone: 708 - 758 -6300 Fax: 708 - 758 -5858 REVISIONS: REV. GENERAL NOTES: 1) EXPRESS RACK UPRIGHT POSTS ARE 50 KSI STEEL, ALL OTHER COMPONENTS ARE 33 KSI. 2) ALL CATWALK ELEVATIONS ARE 8'--0" NOMINAL. 3) CONTRACTOR TO INSTALL MASONITE PANELS TO THE BACK OF ALL "EXPOSED "UNITS NEAR OPENINGS. 4) CONTRACTOR TO MODIFY 8' -0" "BELOW" ONLY UNITS, AS NEEDED IN FIELD, SO NOT TO INTERFERE WITH CATWALK FRAMING. 5) CONTRACTOR TO INSTALL SLATWALL PANELS AFTER THE CATWALK SYSTEM IS COMPLETE AND SHOULD CONFIRM WITH JC PENNEY FOR EXACT LOCATION. 6) ALL STAIRWAY OPENINGS NEED TO BE A MINIMUM OF 42 ". FRAMING KEY: r IFA GIEZMIMELZMECIEI 1•n•I 0 PASS --THRU UNITS ONLY BELOW UNITS ONLY SINGLE UNE DENOTES 14 GA. SINGLE CHANNEL DENOTES 14 GA. SINGLE COLUMN DENOTES 14 GA. DOUBLE COLUMN DENOTES 14 GA. DOUBLE COLUMN FOR (2) STACKED 14 GA. DOUBLE CHANNELS DESCRIPTION: 1::D7 D DASHED LINE DENOTES 36" WIDE AISLE TIES DOUBLE UNE DENOTES 14 GA. DOUBLE CHANNEL DENOTES (2) STACKED 14 GA. DOUBLE CHANNELS DENOTES (3) STACKED 14 GA. DOUBLE CHANNELS DATE: CENTER "J" HOOK (TYP. OF 3) 1) RECEIVED CITE CFTG Ira LA FEB 07 7007 2) PERMITCEITER ENLARGED DETAIL PROJECT: JCPenney STORE 06 S EATTLE, ETA VENDOR #12291 -1, FOB POINT 06 FRAMING PLAN REVIEWED FOR CODE r hnompcn FEB 1 3 2007 at/ Of Tukwila , BUILDING DIVISION RIGHT "J" HOOK SHOWN MOUNTED TO THE INSIDE OF SHELVING UNIT NOTES: �w A ALL ENDS OF BACK TO BACK SHELVING UNITS SHOULD HAVE (3) CENTER "J" HOOKS (CJ) INSTALLED TO THEM TO PROVIDE MAXIMUM SUPPORT OF CHANNELS. SEE ENLARGED DETAIL LEFT AND RIGHT "J " HOOKS (LJ & RJ) ARE TYPICALLY MOUNTED ON THE OUTSIDE OF THE SHELVING UNITS, BUT CAN ALSO BE MOUNTED INTO THE INSIDE TABS OF UNIT ONLY WHEN NECESSARY AS SHOWN IN ENLARGED DETAIL DRAWN: BH CHECKED: SCALE: 1/4"=V-0" PROJECT NO.: 1403 DATE: DEC.27,2006 4E, FILE NAME: JC PENNEY NUMBER: SHEET: 7 OF 7 3 . — —;. AdIIIIIIIIIIIIIIIHIMIIIIIIIIIIIIII '1 DCSB I DCSB 1 DCSB 1 DCSB 1 SCSB A PORTION OF THE BRACKET NEEDS TO BE _ CUT TO F`IT TIGHT INTO CORNER, _ W W H F— 1--' W W J J V) (/) CL Q W W 1 4 H I— I— W W J .J V V ¢ Q W W H H H 1-- Li W J _J C') {/) Q Q _ i i t i I I CJH CJH STAGE -1 FRAMING AISLE TIE,J -HOOK, COLUMN, & HEADER PLACEMENT KEY SCOL- SINGLE COLUMN DC ❑L- DOUBLE COLUMN LJH- LEFT J- -HOOK RJH- RIGHT J -HOOK CJH- CENTER J--HOOK DCSB DCSB 45R DCSB DCSB DCSB DCSB DCSB DCSB l DCSB DCSB DCSB DCSB 1 r SCSB SCSB KEY U Piq U DCSB 45L A A U U V1 U PP U U DCSB A P❑RTI ❑N OF THE BRACKET NEEDS TO BE CUT TO FIT TIGHT INTO CORNER, GENERAL NOTE: THE LAYOUTS SHOW NAY DEVIATE FR ❑N DCSB U U U U as U U U pa U -A U A LJ W U U U U U U r� U f/) MM A A UU (4',) STAGE -2 FRAMING CUP, BRACKET, & JOIST PLACEMENT DCSB DCSB DCSB CSB DCSB DCSB DCSB. I I] DCSB DCSB DCSB DCSB SCSB DCSB SCSB-SINGLE CUP /SINGLE BRACKET SCDB-- SINGLE CUP /DOUBLE BRACKET DCSB- - DOUBLE CUP /SINGLE BRACKET DCDB- DOUBLE CUP /DOUBLE BRACKET SCSB-45L-SINGLE CUP /SINGLE BRACKET-45 DEG LEFT SCDB-- 45L-- SINGLE CUP /DOUBLE BRACKET -45 DEG LEFT DCSB -45L- DOUBLE CUP /SINGLE BRACKET-45 DEG LEFT DCDB -45L- DOUBLE CUP /DOUBLE BRACKET -45 DEGREE LEFT SCSB-45R-SINGLE CUP /SINGLE BRACKET -45 DEG RIGHT SCDB- -45R-- SINGLE CUP /DOUBLE BRACKET -45 DEG RIGHT DCSB -45R- DOUBLE CUP /SINGLE BRACKET -45 DEG RIGHT DCDB -45R- DOUBLE CUP /DOUBLE BRACKET-45 DEGREE RIGHT DCSB L_ DCSB DCSB DCSB DCSB DCSB DCSB DCSB DCS DCSB ARE EXAMPLES OF FRAMING ONLY, JCPE\NEY FIXTURE PLANS, 11!50 & Platt Store Fixtures Group Morgan Marshall Division 383 East 16th St. Chicago Heights, IL. 60411 -3798 Phone: 708 - 758 -6300 Fax: 708 - 758 -5858 W W W Z Z z Q Q Q 0.0_ 0_ m CN X X X �o �o Cr J W 0 o � x irD w z 0 X J W z IZ x J w z 0 X J W Z 0_ X J W Z Q 0_ X Cr X J W z 0_ X 96 X 9 PANEL 96 X 9 PANEL 96 X 9 PANEL 96 X 9 PANEL 96 X 9 PANEL 96 X 9 PANEL 96 X 9 PANEL 96 X 9 PANEL 96 X 9 PANEL 96 X 9 PANEL 96 X 9 PANEL 96 X 9 PANEL `o �o ON CM 96 X 9 PANEL 96 X 9 PANEL J J W W 96 X 9 PANEL 96 X 9 PANEL �o `o 96 X 9 PANEL m o� 96 X 9 PANEL 96 X 9 PANEL 96 X 9 PANEL 96 X TA J W Z 0 X J W Z IZ IRS J W z 0_ CN X CM J W Z 0_ J W z Q 0 m X CN W Z 0_ J W z Iz X m J W Z 0 om X m Cr) F City BUILD REV. 1 2 REVISIONS: DESCRIPTION: STAIR DETAIL REV. REV &ADD GENERAL NOTES STAGE -3 FRA"1I\1G PAR GRATING PLACE DATE: 1 -9. -06 5/23/06 UNMARKED PANELS ARE 96 X 9 PANELS CUT TO LENGTH IN FIELD PROJECT: V ENT JCPenney RECEIVED ciTY O TLI VW! LA FEB 07 7001 PERM TOWER SEISMIC DETAIL SHEETS FOR JCPENNEY STORE NO. & LOCATION REFER TO COVER SHEET Vendor #12291-1, FOB Point 06 FRAMING PLAN DETAILS PAN EL REVIEWED FOR CODE COMPLIANCE .%1-4 EB 13 2001 t J Of Tukwila 4 ING DIVISION I FILE NAME: JCPENNEY NUMBER: SHEET: 1 of 7 . a \ CATWALK SEE INDIVIDUAL LEVATIONS FOR EXACT SHELF SPACINGS SEE INDIVIDUAL LEVATIONS FOR EXACT SHELF SPACINGS TYPICAL DOUBLE DECK SHELVING ELEVATION SKS1236SH ELEVATION 1 , 35" PLAN LOICO 12" x 36" x 72" SHELF ASSEMBLY WOMEN'S & CHILDREN'S SHOES MEN'S SPORTSWEAR SKS 123672CS EXISTING SK5123672BA OR SKS1236168BA FRAME SKS1251SH ELEVATION 50" PLAN N 12" x 51" x 96" SHELF ASSEMBLY WOMEN'S & CHILDREN'S SHOES SKS125196CB SKS1248SH ELEVATION x 47" I EXISTING SKS125196BA OR SKS1251168BA FRAME PLAN 12" x 48" x 72" SHELF ASSEMBLY WOMEN'S & CHILDREN'S SHOES MEN'S SPORTSWEAR SKS124872CS EXISTING SKS124872BA OR SKS1248168BA FRAME SKS 1236SH EXISTING SKS123696BA OR SKS1236168BA FRAME ELEVATION 35" PLAN 12" x 36" x 96" SHELF ASSEMBLY WOMEN'S & CHILDREN'S SHOES MEN'S SPORTSWEAR SKS 12369608 SKS1251SH ( ELEVATION 50" PLAN Lnto [V 12" x 51" x 72" SHELF ASSEMBLY WOMEN'S & CHILDREN'S SHOES SKS125172CS EXISTING SKS125172BA OR SKS1251168BA FRAME SKS1248SH ELEVATION 47" PLAN 12" x 48" x 96" SHELF ASSEMBLY WOMEN'S & CHILDREN'S SHOES MEN'S SPORTSWEAR SKS 1248960B EXISTING SKS124896BA OR SK FRAME l! Leggett & Platt Store Fixtures Group Morgan Marshall Division 383 East 16th St. Chicago Heights, IL. 60411 -3798 Phone: 708 - 758 -6300 Fax: 708 - 758 -5858 REVISIONS: REV. 1 2 DESCRIPTION: STAIR DETAIL REV. REV.FRAME TO 14'H WAS 16'H DATE: 1 -9. -06 5-22-06 REVIEWED FOR CODE COMPLIANCE FEB 13 2001 City Of Tukwila BUILDING DWI: O N BECEI'JED u C I T Y OF T: ° 4 J! L FEB 07 7001 PERIMii1 CEMTEB PROJECT: JCPenney SEISMIC DETAIL SHEETS FOR JCPENNEY STORE NO. & LOCATION REFER TO COVER SHEET Vendor #12291 -1, FOB Point 06 UNIT ELEVATIONS FILE NAME: JCPENNEY NUMBER: SHEET: 2 of 7 I I II II II, STEP -1 FRAME INSERT BASE SHELF SECOND TAP FROM STEP -2 —ON UPRIGHT. OF BASE FROM SHELF FLOOR. INSERT TO 1 STEP -3 OF SECOND WORKING ' 0 SHELVES SHELF UP. FOR DISTANCE STEP -4 TO TO x REAR UNIT WITH TAP SCREWS, SEE UPRIGHT AT FLOOR 5/8" SELF TAP STAND UPRIGHT. INTO FLOOR. STARTER THE I STAND OTHER SECOND ADD END HOLE ■"----. INSERT STARTING FROM REFER BETWEEN 101 �I I 1 THE BALANCE FROM THE FLOOR AND TO ELEVATIONS SHELVES. � N ze RT SST Z41. SFRT 4TH IN �" � 3R iNz, ,NS TS N b W 1 z FASTEN BACK BRACE (4) #10 x 5/8" SELF CROSS BRACE INSTRUCTIONS. STEP -5 FASTEN LEVEL SCREWS. (' . I KICKPLATE WITH (2) #10 PART UNIT WIDTH " WEIGHT ERBB -36 36" 46" 2.1 ERBB -42 42" 53 1/4" 2.2 ERBB -48 48" 63" 2.3 1_,.!.. I DETAIL 1 DETAIL 2 NOTE: 1) ATTACH EACH BRACE WITH (4) #10 x 5/8" SHEET METAL SCREWS. * — NEVER FASTEN TWO BRACES WITH ONE SCREW BACK TO BACK RUN BRACING BRACING BACK TO BACK RUNS CAN SHARE BRACES ONLY IF THE BACK TO BACK UPRIGHTS ARE FASTENED TOGETHER WITH BACK TO BACK HARDWARE. OR TEK SCREWS SEE DEATIL SHEET 6 OF 9. FINISHED FLOOR 1 1 UNIT co 4 2 UNITS 13" SEE DETAIL 1 UNDER 8' —O" MULTIPLE UNITS EXPRESS RACK STOCKROOM DETAILS x 1 UNIT 7 40° J J 4p# I 2 UNITS 8' —O" TO 10' --0" 5" MULTIPLE UNITS 5 CROSS BRACE INSTRUCTIONS FOR SINGLE LEVEL AND DOUBLE DECK UNITS (SEISMIC) J 40" J I 2 UNITS 12' -0" AND HIGHER SEE DETAIL 2 MULTIPLE UNITS 4 " w H 40' z d- 1 40' J 5 ATTACH KICKPLATE TO UPRIGHT FRAME AT FLOOR LEVEL WITH (2) #10 x 5/8" SELF TAP SCREWS. NOTE: SIDE BY SIDE KICKPLATES SHARE COMMON UPRIGHT. 16 GA. GALVANIZED STEEL IL 22 BACK KICKPLATE DETAIL FLANGE SPOT WELDED TO UNDERSIDE OF SHELF SECTION D -D 3/4" GA UNIVERSAL SHELF / I, SHELF NESTS INTO TABS ON UPRIGHT POSTS 22 GA UNIVERSAL SHELF SECTION A -A FRONT v SECTION OF TOP SHELF REMOVED FOR CLARITY 44 UNIVERSAL SHELF SHELF GAUGE = 22 GA. 22 GA METAL STRINGER TABS 16 GA f UPRIGHT POST METAL KICKPLATE © AISLE SHELF TO UPRIGHT POST CONNECTION METAL STRINGER 3/4" EXPRESS RACK ASSEMBLY BACK BRACE = 16 GAUGE GALVANIZED STEEL 1/4" DIA. BACK BRACE DETAIL NOTE: ATTACH TO UNIT WITH (4) #10 x 5/8" SELF TAP SCREWS, (1) PER END OF EACH STRAP 72" NOTE: ATTACH BACK TO BACK UNITS WITH #10 x 1 1/4" SELF TAP SCREW O -- DENOTES SELF TAP SCREW LOCATION 1! Leggett & Platt Store Fixtures Group Morgan Marshall Division 383 East 16th St. Chicago Heights, IL. 60411 -3798 Phone: 708 - 758 -6300 Fax: 708-758-5858 REV. 3 4 5 96" 120" DESCRIPTION: REV.CROSS BRACE LAYOUT REVISED SHELF DETAIL REV.CROSS BRACE INSTR.PER JCP REV.CROSS BRACE INSTR.PER JCP ADD. 501/4" DN. TO KICKPL. DETAIL UPRIGHT (TYP.) APPROX. SCREW PATTERNS FOR BACK TO BACK UNITS REVISIONS: DATE: 6/13/06 01-13-06 3/15/06 3/29/06 5 -1 -00 144" REVIEWED FOR CODE COMPLIANCE A Ftru,n FEB 13 2007 City Of Tukwila BUILDING DIVISION O 1 68" RECEIVED C%TV OF TA NI L FEB 0 7 7001 PERMIT GTEit PROJECT: JCPenney SEISMIC DETAIL SHEETS FOR JCPENNEY STORE NO. & LOCATION REFER TO COVER SHEET Vendor #12291-1, FOB Point 06 EXPRESS RACK DETAIL SHEET I EXFRFPR 1 2 2003 I FILE NAME: JCPENNEY NUMBER: SHEET: 3 OF 7 72" 36" 84" FOR 8' -- 0" & ABOVE i 42" UNITS USE OVERHEAD TIE ANGLE BRACING SECURED TO UPRIGHTS MAX. 4' — 0" O.C. WITH (4) #10 x 5/8" SELF TAP SCREWS. 96" 32" EXPRESS RACK OVERHEAD TIE NOTE: FOR ABOVE AND BELOW UNITS f 32" 120" 40" 40" 144" PARTITION OR WALL SHELVING UNITS 40" 40" 40" STRINGER LOCATIONS @ SINGLE AND DOUBLE LEVEL SHELVING FOR BACK TO BACK UNITS: USE #10 x 1 1/4" SELF TAP SCREWS. FOR 6' — 0" UPRIGHTS USE (2) SCREWS PER UPRIGHT. FOR 8' --- 0" UPRIGHTS AND ABOVE USE (3) SCREWS PER UPRIGHT. EXPRESS RACK STOCKROOM DETAILS 36" 144' 36" 36" 36" ANCHOR WITH 3/8" DIA. X 3" LONG HILTI KB -3 (2i" EN BEDMENT) OR EQUAL TABS PUNCHED IN UPRIGHT TO ACCEPT SHELF (2" INCREMENTS) UPRIGHT FLOOR ANCHOR CLIP FITS INTO LOWEST UPRIGHT TAB 1 1/2" EXPRESS RACK OPEN UPRIGHT FLOOR ANCHOR DETAIL CIRCLE DENOTES ANCHOR LOCATION (TYP.) Co o 0 0 rn /2 " 16 GA. FLOOR ANCHOR ‹, /2" TYP. FLOOR / CATWALK ANCHOR PATTERN (SEISMIC) STRINGER Ito Leggett & Platt Store Fixtures Group Morgan Marshall Division 383 East 16th St. Chicago Heights, IL. 60411 -3798 Phone: 708 - 758 -6300 Fax: 708-758-5858 REV. 1 3 4 ANCHOR WITH 3/8" DIA. X 3" LONG HILTI KB -3 (22" EMBEDMENT) OR EQUAL OR ANCHOR TO CATWALK WITH 3/8" -- 16 x 1" LONG HEX HEAD WIZ BOLT AND 3/8" — 16 WIZ NUT DESCRIPTION: REMOVED OVERHEAD ANCHOR DETAIL & ADDED EXTRA CATWALK ANCHOR BOLTS TO FLOOR CHANGED ANCHORAGE TO A HILTI KB -3 FROM A KB —II w WIDTH SECTION AT EXPRESS RACK ALONG WALL Dul oLt5 REVISIONS: DATE: STAIR DETAIL REV. COLUMN TOP CUP REV. 1 -9. -00 1-31-06 4 -20 -06 5-16-06 0 STRINGER SECURED TO UPRIGHT POST W/(2) #10 x 5/8" SELF TAP SCREWS. (4) SCREWS PER STRINGER SECTION A -A REVIEWED FOR CODE COMPLIANCE FEB 1 B 2007 — City Of Tukwila BUILDING DIVISION BEGEyVED Grry 05.17 ;VIM FEB 07 7007 PERMI1 GENTEB WIDTH — TABS ANCHOR WITH OR EQUAL OR 3/8" DIA. X 3" LONG HILTI KB-3 (22" EMBEDMENT) ANCHOR TO CATWALK WITH 3/8" — 1 6 x 1 " ilk. LONG HEX HEAD WIZ BOLT AND 3/8" — 16 WIZ NUT SECTION AT DOUBLE EXPRESS RACKS (BACK TO BA PROJECT: JCPenney SEISMIC DETAIL SHEETS FOR JCPENNEY STORE NO. & LOCATION REFER TO COVER SHEET Vendor #12291-1, FOB Point 06 CATWALK DETAIL SHEET FILE NAME: JCPENNEY NUMBER: 4 SHEET: 4 of 7 1!7LJt - ATTACH COLUMN CUP TO JOIST CHANNELS W /(8) #10 x 5/8" SELF TAP SCREWS ATTACH COLUMN CUP TO JOIST CHANNELS W /(8) #10 X 5/8 SELF TAP SCREWS l 00 U) in 0r 11 GA. CUP A C A / I \ 14 GA. 3" x 9" COLUMN CUP WELDED TO 14 GA. SINGLE COLUMN. 00 Lf) 00 9" 1 5/8" x 3" FORMED 14 GA SINGLE ATTACH COLUMN CUP JOIST CHANNEL TO JOIST CHANNELS W /(8) #10 x 5/8" SELF TAP SCREWS c 1145A8" / x 3" FORMED G. SINGLE COLUMN 3" x 6" x 7 GA. BASE PLATE ANCHOR TO FLOOR W /(2) 3/8" DIA. X 3" LONG HILTI KB -3 ANCHOR (2'" EMBEDMENT) OR EQUAL SINGLE COLUMN 14 GA. 3" x 9" COLUMN CUP WELDED TO 14 GA. OUBLE COLUMN. L 3" x 3" FORMED 14 GA. DOUBLE JOIST CHANNEL D 3" x 3" FORMED 14 GA. DOUBLE COLUMN 3" x 6" x 7 GA. BASE PLATE ANCHOR TO FLOOR W /(2) 3/8" DIA. X 3" LONG HILTI KB -3 ANCHOR (2i" EMBEDMENT) OR EQUAL DOUBLE COLUMN FOR 2 - STACKED DBL. CHANNEL LENGTH (SEE FRAMING PLAN) t INTERMITTANT WELDS (BOTH SIDES OF HEADER) 12" O.C. TYP B DOUBLE HEADER CHANNEL (CHANNELS SUPPLIED IN 13' LENGTHS, CUT TO SIZE IN FIELD.) (2) 3" X 3" X 14 GA FORMED COLUMNS WELDED TOGETHER INTERMITTANT WELDS 12" O.0 TYP (BOTH SIDES OF COLUMN) FINISHED FLOOR fly / I 14 GA. 3" x 9" COLUMN CUP WELDED TO 14 GA. S COLUMN. 9" ATTACH COLUMN CUP TO JOIST CHANNELS W /(8) #10 X 5/8 SELF TAP SCREWS (SECTI ON B —E SECURE DOUBLE HEADER TO COLUMN CUP W/(16) #10 X 5/8" SELF TAPPING SCREWS (8 SCREWS PER SIDE) (SECTI ON A —A D BASEPLATE THICKNESS— 3/8" SECURE COLUMN TO FLOOR W (4) 1/2" DIA X 3" WEDGE ANCHORS „ E (2) 3" X 3" X 14 GA FORMED CHANNELS WELDED TOGETHER DBL / DBL COLUMN FOR 2- STACKED DBL CHANNEL (HEAVE DUTY FORMED CHANNEL FRAMING DETAILS) F 1 5/8" 4— HOLES- 9/16" DIA. HOLES FOR 1/2" DIA. ANCHOR BOLTS „ SECTION C -C SECTION D -D SINGLE CHANNEL DOUBLE CHANNEL 14 GA. HRP & 0 STEEL 14 GA. HRP 8c 0 STEEL 3" x 3" FORMED 14 GA. DOUBLE JOIST CHANNEL 3" x 3" FORMED 14 GA. DOUBLE COLUMN 3" x 6" x 7 GA. BASE PLATE ANCHOR TO FLOOR W /(2) 3/8" DIA. X 3" LONG HILTI KB -3 ANCHOR (2i" EMBEDMENT) OR EQUAL DOUBLE COLUMN 14 GA. 3" x 12" COLUMN CUP WELDED TO 14 GA. DOUBLE CHANNEL. CATWALK COLUMN CHANNEL PROFILES 3" x 3" FORMED 14 GA. DOUBLE JOIST CHANNEL 8" x 8" x 7 GA. BASE PLATE ANCHOR TO FLOOR W /(2) 3/8" DIA. X 3" LONG HILTI KB -3 ANCHOR (2i" EMBEDMENT) OR EQUAL DBL / DBL COLUMN FOR 3 - STACKED DBL. CHANNEL , , , , SECTION E -E DBL / DBL CHANNEL 14 GA. HRP & 0 STEEL 11 GA. CUP A /I\ 14 GA. DOUBLE CUP /SINGLE BRACKET ASSEMBLY (SECURE TO HEADER W /(4) #10 x 5/8" SELF TAP SCREWS). 14 GA. SINGLE CUP /SINGLE BRACKET ASSEMBLY (SECURE TO HEADER W /(3) #10 x 5/8" SELF TAP SCREWS). (SEE FRAMING PLAN) „ 14 GA, DOUBLE CUP /DOUBLE BRACKET ASSEMBLY (SECURE TO HEADER W /(4) #10 x 5/8" SELF TAP SCREWS). 14 GA. SINGLE CUP /DOUBLE BRACKET ASSEMBLY (SECURE TO HEADER W /(3) #10 x 5/8" SELF TAP SCREWS). LENGTH INTERMITTANT WELDS (BOTH SIDES OF HEADERS) 12" Q.C. TYP B TRIPLE HEADER CHANNELS (CHANNELS SUPPLIED IN 13 CUT TO SIZE IN FIELD.) INTERMITTANT WELDS 12" O.0 TYP (BOTH SIDES OF COLUMN) FINISHED FLOOR I I /I\ /I\ LEI\ GTHS, SECURE COLUMN TO FLOOR W (4) 1/2" DIA X 3" WEDGE ANCHORS u s. V 3' 3' 3" „ SINGLE JOIST CHANNEL 1 5/8" SINGLE CHANNEL HEADER SINGLE CHANNEL HEADER CONNECTION NOTE: 1) BRACKETS ARE WELDED AT 45' ANGLES FOR ANGLED PARTITION APPLICATIONS. DOUBLE CHANNEL HEADER SINGLE JOIST CHANNEL 5/8" DOUBLE CHANNEL HEADER CONNECTION NOTE: 1) BRACKETS ARE WELDED AT 45' ANGLES FOR ANGLED PARTITION APPLICATIONS. 3" (SECTION B—B SECURE DOUBLE HEADER TO COLUMN CUP W/(16) #10 X 5/8" SELF TAPPING SCREWS (8 SCREWS PER SIDE) <TYP. (2) 3" X 3" X 14 GA FORMED COLUMNS WELDED TOGETHER (SECTION A —A „ x --- (3) 3" X 3" X 14 GA FORMED CHANNELS WELDED TOGETHER DBL / DBL COLUMN FOR 3- STACKED DBL (HEAVY DUTY FORMED CHANNEL FRAMING DETAILS) Itla Leggett & Platt Store Fixtures Group Morgan Marshall Division 383 East 16th St. Chicago Heights, IL. 60411 -3798 Phone: 708- 758 -6300 Fax: 708-758-5858 5/8" DOUBLE JOIST CHANNEL DOUBLE JOIST CHANNEL 4— HOLES- 9/16" DIA. HOLES FOR 1/2" DIA. ANCHOR BOLTS REV. 1 2 DOUBLE CHANNELS ARE FACTORY WELDED REVISIONS: DESCRIPTION: STAIR DETAIL REV. D/D COL.BASE WAS 3 "x6" CHANGED ANCHORAGE TO A HILTI KB -3 FROM A KB —II 14 GA. DOUBLE CUP /DOUBLE BRACKET ASSEMBLY (SECURE TO HEADER W /(4) #10 x 5/8" SELF TAP SCREWS). 14 GA. SINGLE CUP /DOUBLE BRACKET ASSEMBLY (SECURE TO HEADER W /(3) #10 x 5/8" SELF TAP SCREWS). 2 - STACKED DOUBLE CHANNEL HEADER CONNECTION NOTE: 1) BRACKETS ARE WELDED AT 45° ANGLES FOR ANGLED PARTITION APPLICATIONS. DUI 045 DATE: 1 9.---- 06 3 -8 -06 5 -16 -06 „ SINGLE COLUMN SECTION PROJECT: 6" 6 " 8" „ DOUBLE CHANNEL HEADER SINGLE JOIST CHANNEL 1 5/8" 7 GA. .1 „ DOUBLE COLUMN SECTION co DBL / DBL COLUMN SECTION RECEIVED OFT Fa ��.4� p FEB 07700! PERMIT CENTER JCPenney SEISMIC DETAIL SHEETS 14 GA. FOR JCPENNEY STORE NO. & LOCATION REFER TO COVER SHEET Vendor #12291-1, FOB Point 06 CATWALK DETAIL SHEET DOUBLE JOIST CHANNEL REVIEWED FOR CODE COMPLIANCE Anrtnnwcn FEB 13 2007 City Of Tukwila BUILDING DIVISION FILE NAME: JCPENNEY NUMBER: SHEET: 5 of 7 CUP/BRACKET VARIATIONS / DIMENSIONS BRACKET "B" CUP "C" SINGLE CUP /SINGLE BRACKET 1 11/16" 1 11/16" SINGLE CUP /DOUBLE BRACKET 3 1/16" 1 11/16" DOUBLE CUP /SINGLE BRACKET 1 11/16" 3 1/16" DOUBLE CUP /DOUBLE BRACKET 3 1/16" 3 1/16" CUP /BRACKET VARIATIONS DIMENSIONS BRACKET "B" CUP "C" SINGLE CUP /SINGLE BRACKET 1 11/16" 1 11/16" SINGLE CUP /DOUBLE BRACKET 3 1/16" 1 11/16" DOUBLE CUP /SINGLE BRACKET 1 11/16" 3 1/16" DOUBLE CUP /DOUBLE BRACKET 3 1/16" 3 1/16" CATWALK COLUMN SINGLE COLUMN = 3" x 1 5/8" x 14 GA. DOUBLE COLUMN = 3 "x 3" x 14 GA. INSTALL (1) #10 x 5/8" TEK SCREW TO PREVENT DISENGAGEMENT 14 GA. DOUBLE CHANNEL 0 O 0 00000 000000 OOO 0000 OOOOOOO 0000000 0000000 0000000 0000000 00000 °O OO ° O 0 ° o 00 00 00000 000 000 O OOOOO o 0000000 0000000 OCD00000 0000000 000000 ° °O ° 00 CDC) Oo OO 00000 000000 0000000 0000000 0000000 0000000 0 000000 00000 000 0 11/16" UPRIGHT JOIST HANGER CUP 3" CENTER J —HOOK 14 GA. CENTER J —HOOK CENTER "J" HOOK NOTE: "J" —HOOK ATTACHES TO CENTER OR SIDE OF UPRIGHT WHICH SUPPORTS HEADER CHANNEL. 3" SIDE PANEL STRINGER 14 GA. SINGLE CHANNEL DOUBLE DECK CONSTRUCTION DETAIL (BACK TO BACK UNITS SHOWN) 11/16" INSTALL (1) #10 x 5/8" TEK SCREW TO PREVENT DISENGAGEMENT BACK BRACE RIGHT J —HOOK 14 GA. LEFT J—HOOK KICKPLATE INSTALL (1) #10 x 5/8" TEK SCREW TO PREVENT DISENGAGEMENT HANGROD ASSEMBLY SHELF 16 GA. AISLE TIE 7/8 3/16" DIA. HOLES (TYP.) D OUBLE JOIST CHANNEL 14 GA. BRACKET 14 GA. CUP EXPRESS RACK CUP/BRACKET SYSTEM DOUBLE CHANNEL HEADER DOUBLE DOUBLE CUP/DOUBLE BRACKET CONNECTION OVERVIEW SECURE AISLE TIE TO UPRIGHT WITH (2) #1 0 x 5/8" SELF TAP SCREWS. AISLE TIE NOTES: 1) AISLE TIE SLIDES INTO UPRIGHT TAB 2) SEE DOUBLE DECK CONSTRUCTION DETAIL PolioL/c 11 14 GA. DOUBLE DOUBLE CUP /DOUBLE BRACKET SADDLE CUP ASSEMBLY. (SECURE TO HEADER W/ (8) #10 x 5/8" SELF TAP SCREWS). 3/16" DIA. HOLES (NP.) 14 GA. BRACKET DOUBLE JOIST CHANNEL REVIEWED FOR CODE COMPLIANCE , op. FEB 13 2007 City Of Tukwila BUILDING DIVTSTON RIGHT "J" HOOK NOTE: "J" HOOK ATTACHES TO UPRIGHT WHICH SUPPORTS HEADER CHANNEL LEFT "J" HOOK NOTE: "J" HOOK ATTACHES TO UPRIGHT WHICH SUPPORTS HEADER CHANNEL 11Co Leggett & Platt Store Fixtures Group Morgan Marshall Division 383 East 16th St. Chicago Heights, IL. 60411 -3798 Phone: 708-758-6300 Fax: 708-758-5858 REV. 1 REVISIONS: DESCRIPTION: STAIR DETAIL REV. NOTE: 45° LEFHAND AND RIGHTHAND CUPS ARE 41ABLE. CITY CrT`, :!!I..A FEB 07 7001 PEf Nil i 0E 4Ed DATE: 1 -9. -00 PROJECT: JCPenney SEISMIC DETAIL SHEETS FOR JCPENNEY STORE NO. & LOCATION REFER TO COVER SHEET Vendor #12291 -1, FOB Point 06 CATWALK DETAIL SHEET FILE NAME: JCPENNEY NUMBER: 6 SHEET: 6 of 7 EXPRESS RACK 45° CUP/BRACKET SYST F o F4 '4 REVISIONS: REV. DESCRIPTION: DATE: 1 STAIR DETAIL REV. 1-9.-06 2 STAIR DETAIL REV. 8-11-06 3 1 /4 20 WIZ DESCRIPTION. 9 — 0 6 SECURE GRATING END TO END WITH (2) 5/16 x 3/4" LG. WHIZ LOCK BOLTS & NUTS BOTTOM RAIL RETURN 1 1/2" O.D. TUBING x 18 WALL (.049) FLOOR LINE SEISMIC NOTE: FOR STORES IN THE SEISMIC ZONE, USE (2) 1/2" DIA. x 4 1/2" LONG WEDGE EXPANSION ANCHORS WITH WASHER & NUT TO SECURE TO FLOOR SLAB. (1) ANCHOR PER STRINGER. 34" L.H. RAIL R.H. RAIL 1 UP - -1-2 "� OUTSIDE HANDRAIL TO STAIR RISER 1 NOSE EMBOSSED NON —SKID SURFACE SECURE GRATING SIDE BY SIDE WITH (3) 5/16" x 3/4" LG. WHIZ LOCK BOLTS & NUTS STAIR DETAIL 1 3/4" PAR DECK 14 GA. SOLID GRATING NOTE: ATTACH TO DECK CHANNEL WITH (2) 5/8" SELF TAP DRYWALL SCREWS. 167" OUTSIDE HANDRAIL TO OUTSIDE HANDRAIL (13) TREADS © 11" SPACING = 143" LG. RUN NOTE: MUST ALWAYS HAVE (2) DOUBLE COLUMNS UNDER STAIRWAY FOR SUPPORT. 11 GA. FORMED STAIR TREAD (12" WIDE x 36" LG. x 1 3/4" HIGH) SECURE TO STRINGER WITH (4) 5/16 -18 x 3/4 LG. WHIZ LOCK BOLT AND (4) 5/16-18 HEX SERRATED - FLANGE NUT. 20 GA, CLOSED STAIR RISERS SECURED TO TREADS WITH (6) #10 x 5/8" SELF TAP. SCREWS. (3) TO UPPER TREAD & (3) TO LOWER TREAD IN FIELD: LOCATE & DRILL 7/16" DIA. HOLE INTO PAR DECKING AND ANCHOR WITH 3/8" — 16 x 1" LONG HEX HEAD WIZ BOLT AND 3/8" — 16 WIZ NUT. t? [lo • p p w a U) 0 [V L1" _ 12=-� NOSE NOTES: HEADER DOUBLE COLUMN 1" NOSING G (TYP.) NO* 5 1/8" (REF) BETWEEN INTERMEDIATE RAILINGS EQUALLY SPACED & PARALLEL TO STRINGER. 34" CLOSED STAIR RISERS TOP RAILING 1 1/2" O.D. TUBING x 18 WALL (.049) 11" (18) INTERMEDIATE RAILINGS 1 1/2" SQ. TUBING x 18 GA. (.049) WALL WELDED BETWEEN UPRIGHTS ti (8) RAILING UPRIGHTS 1 1/2" SQ. TUBING x 11 GA. (.120) WALL WELDED TO STRINGER . ,, TOP RAIL RETURN 1 1/2" O.D. TUBING x 18 WALL (.049) 1 C DOUBLE COLUMN 34" STRINGER CATWALK ANCHOR CLIP FITS INTO LOWEST UPRIGHT TAB 16 GA. CATWALK ANCHOR CATWALK ANCHOR DETAIL 1) ABOVE UNITS ONLY. 2) SEE FLOOR / CATWALK PATTERN DETAIL FOR CLIP LOCATIONS PAR DECKING ELEV. TO SECURE STAIR STRINGER TO HEADER 1. USE EXISTING STRINGER TO LOCATE & FIELD DRILL (4) 9/16 "0 HOLES THRU HEADER. (2) HOLES PER STRINGER. 2. USE (2) 1/2-13 x 4 1/2" LG. HEX. HD. BOLT SCREW WITH FLAT WASHER, LOCK WASHER AND HEX NUT ON EACH SIDE OF STRINGER. 97 3/8" FROM FLOOR LINE TO -TOP OF PAR DECKING. (14) RISERS 6.955 = 97 3/8" 6.955" DIMENSION - MUST MATCH ALL RISER HEIGHTS 1 9/1 (REF) SHIM IF NECESSARY BETWEEN STRINGER AND DOUBLE COLUMN oi-4) TYPICAL SCREW PATTERN FOR DECKING STRINGER ENLARGED VIEW A —A Leggett & Platt Store Fixtures Group Morgan Marshall Division 383 East 16th St. Chicago Heights, IL. 60411-3798 Phone: 708 - 758 -6300 Fax: 708-758 -5858 HEADER 3" x 3" FORMED DOUBLE CHANNEL (14 GA) PAR DECKING ELV. = 97 3/8" 1 15/16" (REF) F-36" x x x x x x x x x X x X x L 2" TOP VIEW 0 10 1 3/4" THK. PAR DECK. JOIST 3" x 3" FORMED DOUBLE CHANNEL (14 GA) 16 GA COLUMN CUP WELDED TO DOUBLE CHANNEL (14 GA) 3" x 3" FORMED DOUBLE CHANNEL (14 GA) NOTES: 1) DRILL 1/4" HOLES APPROXIMATELY 2" OFF EDGE OF DECKING. 2) USE 2 5/8" SELF TAP BUGLE HEAD SCREWS TO ATTACH. 3) DO NOT PUT SCREW IN DIMPLES. 4) WHEN CUTTING GRATING, PUT CUT ENDS TOWARDS WALL OR ENDS OF ROWS NEVER PUT CUT ENDS AT SPLICE JOINTS. 1 1/2" SQUARE TOP RAILING 42" SCREW PATTERN DETAIL FOR DECKING 4 $ I NTE 4 PROJECT: REVIEWED FOR CODE COMPLIANCE FEB 132007 City Of Tukwila BUILDING DTIITsTON 4" x 4" x 1 /4" FOOTPLATE. ANCHOR TO CATWALK SUBSTRUCTURE WITI- (3) 1/4" — 20 x 1" LONG (GRADE 5) HEX HEAD WIZ BOLT, 1/4" WIZ NUT & 1/4" FLAT WASHER. 3 15/16" 3 15/16" 3 15/16" 3 15/16" 3 15/16" 1 1/2" SQUARE' RMEDIATE CROSS RAILINGS (TYP.) ' HIGH x 1/4" KICKPLATE—' 1, RAILING UPRIGHTS (TYP .ECENPD CITY 077;PI /I A GUARD RAIL " FEB 077007 PERN3ITGENTER JCPenney SEISMIC DETAIL SHEETS FOR JCPENNEY STORE NO, & LOCATION REFER TO COVER SHEET Vendor #12291-1, FOB Point 06 CATWALK DETAIL SHEET 0 FILE NAME: JCPENNEY NUMBER: SHEET: 7 of 7 1. THE APPROVED PLANS SHALL NOT BE CHANGED OR ALTERED WITHOUT AUT1- ORIZ4TION FROM TI-E BUILDING OFFICIAL THE APPROVED PLANS ARE REQUIRED TO BE ON T1-E JOB SITE 2. CONTRACTOR SHALL VERIFY AND CI-ECK ALL CONDITIONS AND DIMENSIONS AT THE BUILDING. REPORT ANY INCONSISTENCIES TO THE ARCHITECT 3. ALL WORK SHALL MEET LOCAL CODES AND ORDINANCES. 4. ALL NAILING SHALL COMPLY WITH NAILING SCHEDULE OF 1BC 5. COMPLIANCE CARD TO SE POSTED VERIFYING INSULATION INSTALLED IN WALLS, CEILINGS AND FLOORS (IF REQUIRED) 6. PROVIDE METAL NAIL STOFFERS TO COVER 1-10L ES IN STUDS WHERE NAILS COULD PUNCTURE PLUMBING AND WIRING �. MAINTAN 3' MN. CLEARANCE BETIhEEN CEILING FIXTURES AND INSULATION a ALL WOOD COMING IN CONTACT W/ CONC. SHALL BE PRESSURE TREATED (DECAY RESISTANT)_ 9_ CONTRACTOR DESIGNED ELECTRICAL SUBMIT TO BUILDING DEPARTMENT FOR PERMIT. 10. CONTRACTOR DESIGNED MECHANICAL SUBMIT TO BUILDING DEPARTMENT FOR PEWIT . IL METAL DUCTS TO BE INSULATED AND JOINTS TO BE TAPED. 12. BATT INSULATION SHALL HAVE ALL TEARS AND JOINTS SEALED WITH TAPE 13. WALLS TO BE FIRE STOPPED PER ALL CURRENT CODES 14. ALL INTERIOR WALLS ATTACHED TO E=XISTING SUSPENDED CEILING SYSTEM TO MEET THE REQ.'S OF CURRENT BUILDING CODES 15. IF ANY ERRORS, OMISSIONS OR INCONSISTENCIES APPEAR IN THE DRAWINGS, SPECIFICATIONS OR OTHER DOCUMENTS, NE CONTRACTOR SHALL NOTIFY THE OWNER OR ARCHITECT IN WRITING OF SUCH OMISSIONS, ERROR OR INCONSISTENCIES BEFORE PROCEEDING WITH THE WORK OR ACCEPT FULL RESPONSIBILITY FOR COSTS TO RECTIFY SAME. GENERAL NOTES CONTRACTOR SHALL VERIFY CONDITIONS OF EXISTING SUBSTRATE TO RECEIVE NEW FINISHES AND SHALL SE RESPONSIBLE FOR PREPARING THEM TO RECEIVE NEW FINISHES. ALL DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALE SHOWN ON PLANS ELEVATIONS, SECTIONS AND DETAILS, ALL EXIT DOORS TO BE OPERABLE FROM INSIDE THE BUILDING WITHOUT KEYS OR SPECIAL KNOWLEDGE. WORK RELATED TO THIS TENANT IMPROVEMENT REQUIRING COOFRDINATION AND MODIFICATION TO THE EXISTING CONSTRUCTION SHALL BE INCLUDED IN THIS PROJECT BY THE GENERAL.. CONTRACTOR FOR BIDDING AND CONTRACTUAL ACCT. 20. FIRE EXTINGUISHERS SHALL BE PROVIDED PER NFPA *10, OR REQUIREMENTS OF LOCAL FIRE OFFICIALS_ 21. ALL INTERIOR WALL COVERING MATERIALS SHALL BE FIRE RESISTIVE OR SHALL BE TREATED TO BE FIRE RESISTIVE, SO AS TO RESULT N A FLAME SPREAD RATING OF AT LEAST CLASS III FOR ORAL AREAS AND CLASS II FOR EXIT -WAYS DELIVER CERTIFICATE TO LOCAL FIRE DEPARTMENT AS REQ'D. 22. PENETRATIONS IN WALLS REQUIRING PROTECTED OPENINGS ARE TO BE FIR STOPPED 23. REPLACE ALL DAMAGED ACOUSTICAL CEILING TILE AS REQUIRED IN EXISTING CEILING GRID. 24_ COORDINATE WITH TENANT FOR LOCATION OF ELECTRICAL, MECHANICAL, AND PLUMBING. 25. EVERY ROOM IS TO RECEIVE ITS OWN SWITCH. 26. THE ARCHITECT OF RECORD AND /OR THE ENGINEER OF RECORD ARE NE PERSONS RESPONSIBLE FOR REVIEWING AND COORDINATING ALL SUBMITTALS INCLUDING THOSE PREPARED BY OTHERS 4 SUBMITTING THEM FOR AFTER A PERMIT IS ISSUED. THEY ARE RESPONSIBLE FOR REVIEWING THE SUBMITTALS ITEMS 4 INDICATING THAT REVIEW IN WRITING TO THE BUILDING OFFICIAL STATING THAT THE PLANS COMPLY W/ THE DESIGN CONCEPT AND CODE REQUIREMENTS. VICINITY MAP SITE & BLDG. STATS TENANT LANDLORD /OILNER PROJECT ADDRESS GOVERNING CODE BUILDING TYPE OCCUPANCY TYPE SITE AREA PARKING AREA UNDER THIS PERMIT DESCRIPTION OF WORK DRAWING LIST A -I COVER AND DATA SHEET A -2 FLOOR PLANS, REEL CEILING PLAN, DETAILS ,4-3 STOCK ROOM FIXTURNG PLANS - FOR REFERENCE ONLY WALL SCHEDULE 2003 IBC REVISION 2 TO PERMIT TO ALLOW A MECHANICAL PRODUCT LIFT (BY OTHERS) TO BE INSTALLED. RELOCATE EXIT DOOR AND SIGNAGE TO CENTER OF TENANT SPACE EXISTING WALL J.C. PENNEY WESTFIELD 11601 WILSHIRE BLVD 14th FLOOR LO5 ANGELES CA 9002$ SOUTHCENTER MALL 1068 SOUTHCENTER BLVD. SPACE $400 TUKWILA, WASHINGTON 9$188 II SPRINKLED S -I (ACCESSORY TO M) EXISTING - UNCHANGED EXISTING PARKING TO REMAIN UNCHANGED 4100 SF (FOR BUILDING DEPT. USE) DEMOLISH EXISTING INTERIORS OF THE FOOTLOCKER RETAIL SPACE CONSTRUCT NEW TEMPORARY ACCESS HALL BETWEEN THE EXISTING J.C. PENNY STOCKROOM AND THE NEW STOCKROOM. FNAL FLOOR PLAN UNDER SEPARATE PERMIT. DEMISE EXISTING RETAIL SPACE PER PLANS FOR FUTURE NEW TENANT. T.I.OF DEMISED SPACE UNDER SEPARATE PERMIT. MECHANICAL AND ELECTRICAL UNDER SEPARATE PERMIT BY OTHERS 3 -1/2' MTL STUD WALL I6' O.C. WITH 5 /S' TYPE 'X' G1115 EA. SIDE TAPE AND SAND SMOOTH - SOUND BATTS AS READ ONE HOUR RATED PER UL'465 EXISTING WALLS TO BE REMOVED DOOR SCHEDULE Q 3'- 0'X1' -0' DOOR PER BUILDING STANDARDS DOOR HARDWARE: NOEL 1 -1,2 PAIR BUTTS PANIC HARDWARE, LEVER HANDLE AT EXI'. SIDE WALL STOP KICK PLATES EACH SIDE CLOSER PEEP HOLE 45 MINUTE ASSEMBLY MEET ALL BUILDING STANDARDS HARDWARE: DOOR HANDLES, FULLS, LATCHES, LOCKS AND OTHER OPERATING DEVICES ON DOORS SHALL NOT RE=QUIRE TIGHT GRASPING, TIGHT PINCHING OR TWISTING OF THE WRIST TO OPERATE AND SHALL BE READILY OPENABLE FROM EGRESS SIDE WITHOUT USE OF A KEY OR OTHER SPECIAL KNOWLEDGE OR EFFORT. LOCKS AND LATCHES: SHALL BE FER"RITTED TO PREVENT OPERATION OF DOORS WHERE THE LOCKING DEVICE I5 READILY DISTINGUISHED AS LOCKED EXITING MALI ENTRY TEMPORARY ACCESS for J.C. PENNY NEW STOCKROOM EXISTING MALL I EXISTING CORRIDOR SOUTHCENTER MALL EXISTING MALL r EXIST. FOOTLOC EXIST. CORR. EXISTING - TRUCK E'OCK I AREA OF WORK UNDER T1115 PERMIT EXISTING J.C. PENNEY Date: PARTIAL EXISTING MALL PLAN 'n_v TV<W1 SCALE : l': -0• MAY 03 2001 REVIEWED FOR — CODE COMPLIANCE APPROVED MAY 1 0 2001 FI Permit No S •I4.0 Plan review approval Is subject to errors and omissions. Approval of construction documerds does not authorize the violation cf Any accep°ced code or ordinance. Receipt of approved Mo ::1 Cop/ and con . f admot fitledged: BY. City of �Llcvvila BUILDING DIVISION No change MUMS s des shall be made to the scope c 7 f. w i without prior approval cf Tz.:::wila Building Davis :3n. NOTE: Revisions will require a new plan submittal and may include additional plan review fees. r�ri r4T CF.NTEEI NO.__ EXISTING MALL ENTRY c0 0 m 0 0 N 0 UI z 0 H 0 W 0 0 I- z w 0_ L 0 C`) z 0 5 c0 0 P K J B ARCHITECTURAL GROUP P.S. SEATTLE OFFICE 603 STEWART STREET SUITE 707 SEATTLE, WASHINGTON 98101 (206) 624 — 3210 FAX 624 — 3243 WENATCHEE OFFICE 112 OLDS STATION RD. SUITE B WENATCHEE, WASHINGTON 98801 (509) 664 — 5181 FAX 665 -8750 r a• 0 0 0 H x w I c n z 0 vi a' I- z w I- n 0 z O 0) > w a_ Z Z Z Z Z 0 0 0 0 0 W > > > > > W W LLI W W # DRAWN LMW CHECKED GAP DATE 5/1 /07 SCALE AS NOTED JOB NO. 06089 A -1 FILE: 1/2" -1 -0' 20 GA 3' DEEP CONT. HEAD TRACK ATTACHED W/ (3) • S SCREWS a 24' OC_ HOLD TOP OF STUDS I' FROM TRACK FOR DEFLECTION. 8' 20 GA. MTL STUDS ( 24' OC W/ ONE (1) LAYER OF 5/5' TYPE 'X' GWB EA SIDE. PAINT 5MOOT1-1 FINISH W/ INSUL. AS REa BY OWNER OR TENANT. XDNI POWER DRIVEN HILTI FASTENER 43 24' OC EMBED I -1 /2' EXIST_ CCNC FLOOR TO REMAIN_ 1 ' =1' -0' 1 ' =1' -0' CORRIDOR LINTEL c RATED DOOR 3 m EXISTING WALL UNDERSIDE OF STRUCTURE EXISTING TRICTURE ( Z CHANNEL � 8' 20 G AUD SECTION VA -2 DEMISING WALL DETAIL 55x3 - 1/25x1/4' STL ANGLE WI 1(2' DIA. ANCHOR BOLT e 24' oc. EXTEND MIN. 4' EACH SIDE OF OPENING MORTAR EXPOSED EDGES OF BLOCK AT JAMBS FOR SMOOTH SURFACE NOTE: EXISTING WALL TO BE REMOVED ONLY AFTER ANGLE AND BOLTS ARE IN PLACE EXISTING MASONRY WALL NEW OPENING TO ACCOMODATE NEW OVERHEAD DOOR PER DETAIL 3, THIS SHEET NEW 1 -1/2 HOUR RATED OVERHE=AD ROLLING DOOR ON FUSIBLE LINK AND TRACK ASSEMBLY TOP PLATE DOORFRAME 3' -1' -0' EXIST. CORRIDOR 3' -0' r b' \ ONE HOUR RATED WALL PER UL ASSEMBLY •465 RATED METAL FRAME, PAINTED SILICONE RUBBER SEAL TYP AT HEAD AND JAMBS 45 MINUTE RATED DOOR PER MALL STANDARD DOOR JAMB SIMILAR NEW ONE HOUR EXIT DOOR AND WALLS - VERIFY EXACT LOCATION WITH RACKING LAYOUT (BY OTHERS). MAINTAIN CLEARANCES AS SHOWN NEW OR RELOCATED EXIT LIGHT AS REQUIRED FOR NEW EXIT DOOR EXISTING COLUMN TO REMAIN EXISTING RATED WALL TO REMAIN O STAIR TO UPPER LEVEL OF STOCK ROOM - UNDER SEPARATE PERMIT BY OTHERS. ONE OF TWO STAIR NOT UNDER THIS REVISION EXISTING ABOVE GRADE PRODUCT LIFT TO BE RELOCATED TO LOCATION SHOLLN. WALL MOUNTED MECHANICAL BY OTHERS_ LIFT PERMIT TO BE SUBMITTED UNDER SEPARATE PRRMIT, BY OTHERS REMOVE EXISTING DOOR AND RELOCATE EXIT DOOR AND LIGHT AS SHOW. PATCH EXISTING RATED WALL TO MATCH AJACENT WALLS C'D ENLARGED PARTIAL PLAN a SCALE: I/8" =1' -0" EXISTING CORRIDOR NEW $DEMISING WALL FOR F1.1711 TENANT (N.I:C) EXISTING DEMISING WALL TO REMAIN CONDITIONS PRIOR TO BEGINNING ANY WORK NEW TENANT SPACE T.I. UNDER SEPARATE PERMIT NEW J.C. PENNEY STOCK ROOM REMOVE ALL PARTITIONS, CASEWORK AND FINISHES THROUGHOUT LIGHTING UNDER SEPARATE PERMIT BY OTHER ALL LIGHTS TO MEET WASHINGTON STATE ENERGY CODE. MAX a 05 WISP J L -J L - r 3I' -6' FINISH TO FINISH NEW CORRIDOR WALLS AND CEILING PER DETAIL PROVIDE 1 -1/2 HOUR FIRE RATED OVERI-EAD COILING DOOR ON A FUSIBLE LINK VERIFY DOOR SIZE TO BE USED AND COORDINATE OPENING SAWCUT OPENING IN EXISTING CMU WALL TO PROVIDE FOR NEW DOOR ALLOW ROOM AT COLUMN TO ACCOMODATE ROLLING DOOR TRACK PROVIDE TEMPORARY LIGHTING AS REQUIRED EXISTING ELECT_ PANELS TO REMAIN SEE ENLARGED PLAN THIS SHEET L f J' — REVIEW CODE CO p APPS VEp MAC 10NO1 City Of 'Tukwila N' ILD I IS10 --, EXISTING X. PENNEY NEW ACCESS HALL RECEIVED R (14.7'n ItnAfTLA MAY 0 3 2007 r ; HMit CENTER CO 0 CO 0 (D 0 0 N 0 Lo 0 0 4879 z 0 w z a xn w P K J B ARCHITECTURAL. GROUP PS. SEATTLE OFFICE 603 STEWART STREET SUITE 707 SEATTLE, WASHINGTON 98101 (206) 624 - 3210 FAX 624 - 3243 WENATCHEE OFFICE 112 OLDS STATION RD. SUITE B WENATCHEE, WASHINGTON 98801 (509) 664 - 5181 FAX 665 -8750 A REGISTERED A61�1 -I ITECT G A PERCICH STA F WASHINGTON DRAWN LMW CHECKED GAP DATE 5/1/07 SCALE AS NOTED JOB NO. 06089 FILE: z 0 xn w DEMOLITION PLAN AND TEMPORARY PLAN A -2 FIELD VERIFY ALL DIMENSIONS AND z c z 0 xn w ct z 0 5/8' TYPE 'X' GWB EACI -I SIDE OF 6' METAL JOISTS e I6' oc 5/8' TYPE 'X' GUE EACH SIDE OF 3 -1/2' FRAMING AT 16' oc. PROVIDE SEALANT AT EACH SIDE= OF WALL, TYP_ 1/2" -1 -0' 20 GA 3' DEEP CONT. HEAD TRACK ATTACHED W/ (3) • S SCREWS a 24' OC_ HOLD TOP OF STUDS I' FROM TRACK FOR DEFLECTION. 8' 20 GA. MTL STUDS ( 24' OC W/ ONE (1) LAYER OF 5/5' TYPE 'X' GWB EA SIDE. PAINT 5MOOT1-1 FINISH W/ INSUL. AS REa BY OWNER OR TENANT. XDNI POWER DRIVEN HILTI FASTENER 43 24' OC EMBED I -1 /2' EXIST_ CCNC FLOOR TO REMAIN_ 1 ' =1' -0' 1 ' =1' -0' CORRIDOR LINTEL c RATED DOOR 3 m EXISTING WALL UNDERSIDE OF STRUCTURE EXISTING TRICTURE ( Z CHANNEL � 8' 20 G AUD SECTION VA -2 DEMISING WALL DETAIL 55x3 - 1/25x1/4' STL ANGLE WI 1(2' DIA. ANCHOR BOLT e 24' oc. EXTEND MIN. 4' EACH SIDE OF OPENING MORTAR EXPOSED EDGES OF BLOCK AT JAMBS FOR SMOOTH SURFACE NOTE: EXISTING WALL TO BE REMOVED ONLY AFTER ANGLE AND BOLTS ARE IN PLACE EXISTING MASONRY WALL NEW OPENING TO ACCOMODATE NEW OVERHEAD DOOR PER DETAIL 3, THIS SHEET NEW 1 -1/2 HOUR RATED OVERHE=AD ROLLING DOOR ON FUSIBLE LINK AND TRACK ASSEMBLY TOP PLATE DOORFRAME 3' -1' -0' EXIST. CORRIDOR 3' -0' r b' \ ONE HOUR RATED WALL PER UL ASSEMBLY •465 RATED METAL FRAME, PAINTED SILICONE RUBBER SEAL TYP AT HEAD AND JAMBS 45 MINUTE RATED DOOR PER MALL STANDARD DOOR JAMB SIMILAR NEW ONE HOUR EXIT DOOR AND WALLS - VERIFY EXACT LOCATION WITH RACKING LAYOUT (BY OTHERS). MAINTAIN CLEARANCES AS SHOWN NEW OR RELOCATED EXIT LIGHT AS REQUIRED FOR NEW EXIT DOOR EXISTING COLUMN TO REMAIN EXISTING RATED WALL TO REMAIN O STAIR TO UPPER LEVEL OF STOCK ROOM - UNDER SEPARATE PERMIT BY OTHERS. ONE OF TWO STAIR NOT UNDER THIS REVISION EXISTING ABOVE GRADE PRODUCT LIFT TO BE RELOCATED TO LOCATION SHOLLN. WALL MOUNTED MECHANICAL BY OTHERS_ LIFT PERMIT TO BE SUBMITTED UNDER SEPARATE PRRMIT, BY OTHERS REMOVE EXISTING DOOR AND RELOCATE EXIT DOOR AND LIGHT AS SHOW. PATCH EXISTING RATED WALL TO MATCH AJACENT WALLS C'D ENLARGED PARTIAL PLAN a SCALE: I/8" =1' -0" EXISTING CORRIDOR NEW $DEMISING WALL FOR F1.1711 TENANT (N.I:C) EXISTING DEMISING WALL TO REMAIN CONDITIONS PRIOR TO BEGINNING ANY WORK NEW TENANT SPACE T.I. UNDER SEPARATE PERMIT NEW J.C. PENNEY STOCK ROOM REMOVE ALL PARTITIONS, CASEWORK AND FINISHES THROUGHOUT LIGHTING UNDER SEPARATE PERMIT BY OTHER ALL LIGHTS TO MEET WASHINGTON STATE ENERGY CODE. MAX a 05 WISP J L -J L - r 3I' -6' FINISH TO FINISH NEW CORRIDOR WALLS AND CEILING PER DETAIL PROVIDE 1 -1/2 HOUR FIRE RATED OVERI-EAD COILING DOOR ON A FUSIBLE LINK VERIFY DOOR SIZE TO BE USED AND COORDINATE OPENING SAWCUT OPENING IN EXISTING CMU WALL TO PROVIDE FOR NEW DOOR ALLOW ROOM AT COLUMN TO ACCOMODATE ROLLING DOOR TRACK PROVIDE TEMPORARY LIGHTING AS REQUIRED EXISTING ELECT_ PANELS TO REMAIN SEE ENLARGED PLAN THIS SHEET L f J' — REVIEW CODE CO p APPS VEp MAC 10NO1 City Of 'Tukwila N' ILD I IS10 --, EXISTING X. PENNEY NEW ACCESS HALL RECEIVED R (14.7'n ItnAfTLA MAY 0 3 2007 r ; HMit CENTER CO 0 CO 0 (D 0 0 N 0 Lo 0 0 4879 z 0 w z a xn w P K J B ARCHITECTURAL. GROUP PS. SEATTLE OFFICE 603 STEWART STREET SUITE 707 SEATTLE, WASHINGTON 98101 (206) 624 - 3210 FAX 624 - 3243 WENATCHEE OFFICE 112 OLDS STATION RD. SUITE B WENATCHEE, WASHINGTON 98801 (509) 664 - 5181 FAX 665 -8750 A REGISTERED A61�1 -I ITECT G A PERCICH STA F WASHINGTON DRAWN LMW CHECKED GAP DATE 5/1/07 SCALE AS NOTED JOB NO. 06089 FILE: z 0 xn w DEMOLITION PLAN AND TEMPORARY PLAN A -2 FIELD VERIFY ALL DIMENSIONS AND z c z 0 xn w ct z 0 .-- -- - _- - - -J _------ _l- - - -J _ _L -J ______ T - - -- V 1 ---- J- - - -J - -- 1 - F - -i - 1- +i I I I I I t I I I I I I I I I I I I I I I I I +-1 E I I I I E I I ! I I I +r I I t I I 1 I I f I I 1 1 f I h f I I I I I 1 -10 1 /21 i t r T°i I I I I I I I I +' I I I t I I f I I I I E I I I I I I I 1 9 1 I I I I I I I I 1~ +-f I I I f I I I I I I f 1-+ 1 I I I I I I ! I I t I I 1 I I I F F +°I f I I I I I I I I J__ PT I I I I I I I I I f I r +-1 I I I I I I I I I I I I F +-i 1 I I I I I I I I I I I + � I f I I I I i I I I I I F +-1 I I I I I I I I I I I I F +-1 1 1 I I I I I I I i I I I I I I I +-k H -1 I E I I I I I I I I I I J .J I_! I I I I I I I E I I t I I- +I I ! I I I I I I I HR 1 I f I I I I I f I H-i I I I I I I I I I I f I F +H I E I f I I ( I I 1 I 1-..LJ r Ti I E I 1 I I I I 1 I I I I I I I I I 1 F +R I f I I I I I I I � -+ I I I 1 I I I I I HH I E i I I I I I I I 1 I I E I I I I I I I +-I 1 I I I E I i I I i 1 I LJ -J F +- I I 1 ( I I E I 1 i I I HRI t 1 I I I I I I I I I I F +-f I I 1 I I t I I I I i I f- +-I I I I I I I I I I I I f + F +-1 F +-f III III ---- _----- _- - - -J I I I I I I Jc PENNEY ST ROOM FLOOR AREA = 4,101 Lef � L-LJ _ -iE oAD = 14 FIXTURES AND FIX 13, LAYS 7 r T Y W UNDER SEPARATE d`1IT BY I I , OTHERS SUBMITTED INDEPENDAIJTLY. - - -- ---- -T - - -, F +-I r +R MAIL AIN LEAK ,41S S AS I I I INDICATED I I I I I I r t i l I I I �. F1� STAIR DOILN TO M>411 FtOOR 1 _ _ _ _ -STOC ROCt1 UNDER pEPA - . I IT3T1> IITTEDi INDE IP +LY BY OT1-ER5 I I I 11 I I I I i i I _-- !TWIT + I O --1045 1 1 I 1 I I I I I I LJ_J I I E I I I I I I I I I I I I I 1 I I LJ r I I I 1 I 1 I I f ! I I F +-I F +R I f I f I I I I I I I i I t I I f 1 I ! I I I NEW PRODUCT LIFT PER PLANS. SUBMITTAL AND PERMIT BY OTHERS UPPER LEVEL FIXTURE PLAN (FOR REFERENCE ONLY) N - 1 I." SCALE: UV = 11-0' FIXTURNG PERMIT BY OTHERS UNDER SEPARATE PERMIT - SHOWN FOR REFERENCE ONLY l - - - - -I 0 T ^1 I•- -I- -1 -r 1 ▪ 0 _L -J - - - - - r - - _ - - - - r J.. ------- �._..__ FLOOR AREA = 4,100 5f OCCUPANT LOAD `f4J rT r I I I I I I I I I I I I I I i I I I I I I I I H -1 F+-I I t I I I I I I I I I I I I I I I I I I I I I F + H - I I I I 1 I I I l l 1 1 1 I I I 9 1 HR F +R I I I I I i I I I I I I I I I I I I I I I 119 F +-I HR 1 1 I I I I f I I I I I I I I i I I I I I I I I I I I I I I I I I E I I I I HR F + 1 I I 11 11 I I I I I I I I I I I I I I L_L_J L_L F +R I-+-I I I I 1 19 I I I I I I I I I I I I I I I I i 11 I I I I I I I I I I I I I I I 1 f- +-i - +1 I I I 119 I I I I I I - __ ,3' -IO 1/2L f -L -1 Ir - MAINTAIN CLEAR 4,4 AT DOOR I I I I I I E I I H I Q_ F+-i .�-.I I t I I I I I E I III I I I I I I - -. --1 1DER KARATE I FE 1IT BIY i OTHERS SUBMITTED INPEPEIDIITLY. 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SUITE B WENATCHEE, WASHINGTON 98801 (509) 664 - 5181 FAX 665 -8750 Z z Z Z Z Z 0 0 0 0 0 0 (n 01 U1 01 ) Ul W W W 1.1.1 Li.l W Ct CC CC CC Ct Q Q d Z v 0 Cn CI- CD L Ci i i _Z Q - I Q >- • W c O " a _U � 2D W I I— I- 0 C/J 4879 REGISTERED ITECT A' PERCICH S F WASHINGTON DRAWN LMW CHECKED GAP DATE 5/1/07 SCALE AS NOTED JOB NO. 06089