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HomeMy WebLinkAbout2555 EL CAMINO REAL; ; CB023014; Permit01-23-2003 . Job Address: Permit Type: Parcel No: Valuation: Occupancy Group: Project Title: 01 /23/2003 City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 Commercial/Industrial Permit Permit No: CB023014 Building Inspection Request Line (760) 602-2725 2555 EL CAMINO REAL CBAD TI Sub Type: COMM 1563021000 Lot #: 0 $25,000.00 Construction Type: NEW Reference #: J.C. PENNEY CHANGE OUT COOLING Status: ISSUED Applied; 10/07/2002 Entered By: SB Plan Approved: Issued: 01/23/2003 Inspect Ara04 01,23/03 ;,0 ;l1 Applicant: Owner: l=° BUILDING COMFORT SERVICES INC. NEW MARJORAM ASSOCIATES C/O JCPENNY CO INC #566-0 P O BOX 10001 5781 SCHAEFER 91710 DALLAS TX 75301 909-465-6370 AND STEEL SUPPORT 02 280 :. 4/7- Building Permit $215.19 Meter Size Add1 Building Permit Fee $0.00 Add'I Recl. Water Con. Fee, $0.00 Plan Check $139.87 Meter Fee $0.00 Add'I Plan Check Fee $0.00 SDCWA Fee $0.00 Plan Check Discount' $0.00 CFD Payoff Fee $0.00 Strong Motion Fee $5.25- PFF $0.00 Park Fee $0.00 PFF (CFD Fund) $0.00 LFM Fee $0.00 License -Tax $0.00 Bridge Fee $0.00 License Tax (CFD Fund) $0.00 BTD #2 Fee $0.00 Traffic Impact Fee $0.00 BTD #3 Fee $0.00 Traffic,lmpact (CFD Fund) $0.00 Renewal Fee $0.00, PLUMBING TOTAL $27.00 Add'I Renewal Fee $0.00 ELECTRICAL TOTAL $0.00 Other Building Fee $0.00 -. MECHANICAL TOTAL $33.00 Pot. Water Con.'Fee $0.00- Master Drainage Fee $0.00 Meter Size Sewer Fee $0.00 Add'I Pot. Water Con. Fee $0.00 Redev Parking Fee $0.00 Recl. Water Con. Fee $0.00 Additional Fees $0.00 TOTAL PERMIT FEES $420.31 Total Fees: $420.31 Total Payments To Date: $139.87 Balance Due: $280.44 FINAL APPROVAL Insnector:' Date, 0-2r Clearance: NOTICE: Please take NOTICE that approval of your project includes the "Imposition" of fees, dedications, reservations, or other exactions hereafter collectively referred to as "fees/exactions " You have 90 days from the date this permit was issued to protest imposition of these fees/exactions. If you protest them, you must follow the protest procedures set forth in Government Code Section 66020(a), and file the protest and any other required information with the City Manager for processing in accordance with Carlsbad Municipal Code Section 3.32.030. Failure to timely follow that procedure will bar any subsequent legal action to attack, review, set aside, void, or annul their imposition. You are hereby FURTHER NOTIFIED that your right to protest the specified feestexactions DOES NOT APPLY to water and sewer connection fees and capacity changes, nor planning, zoning, grading or other similar application processing or service fees in connection with this project. NOR DOES IT APPLY to any PERMIT APPLICATION • ..� r;: CITY OF CARLSBAD BUILDING DEPARTMENT ,�� •• 1685 Faraday Ave., Carlsbad, CA 92008 ..r,. s1;�:__ dPROJ.ECT:INFORMATIQ]Y FOR OFFICE USE ONLY PLAN CHECK NO.�1�©Z EST. VAL. 2_S_/ © ©L� Plan Ck. Deposit 3 9 7 Validated By Date o 7 o Address (include Bldg/Suite #) Business Name (at this addre ) Legal Description Lot No. Subdivision Name/Number Unit No. Phase No. Total # of units ?��. �::GON'�,,C'�PEIS�f+l�tif�dtfierei►t;from-spplieugt�•: , _.._,..�,,, � ._-..,.�,.,-,.,�..n. � ...�,�,_ � ... ... ........�,.,.�.�...W..�...,.�,. �.�:< a„ k,�:..,.. ,....,.,......;r%a,,,. .,, ..; �. �� Name Address City State/Zip Telephone # Fax # f3. ;i4P?LIC$iUT oLifraofai .Agentfvr-Cgnfraato�., fJv➢ner ❑rAgentfor.t?inP+per.;„ :,, z ra�rs5r►1��2- v�CdS?!�( �C �cte a� l !1 crl4 i;�tl7l® %09 `�65 -4 3 z© Name Address City State/Zip Telephone # _ aa: OPEiif';ttUYNEFtm.._ Name Address City State/Zip Telephone # gGOltl1RAGT©R' ;COMPA NYN AMA ,.— ...—�.�. / (Sec. 7031.5 Business and Professions Code: Any City or County which requires a permit to construct, alter, improve, demolish or repair any structure, prior to its issuance, also requires the applicant for such permit to file a signed statement that he is licensed pursuant to the provisions of the Contractor's License Law [Chapter 9, commending with Section 7000 of Division 3 of the Business and Professions Code] or that he is exempt therefrom, and the basis for the alleged eUmption. Any viola t*on of Section 7031.5 by any applicant for a permit subjects the applicant o,a civil penalty of not more than five hundred dollars [$500]). L fn..� (iirJu 61 VV%°Pa�' �'axy%e�s 7Aie_a"�81 xdiae4ar Rojo CA g1710 Rd�' ''+F6.5=1v37C� Name � Address City State/Zip Telephone # State License # �F93 �bS License Class C `26 City Business License # Designer Name Address City State/Zip Telephone State License # 16.E '_VltO�ii(g_F ' .COMPir[V5/ T OIV' . p Workers' Com ensation Declaration: I hereby affirm under penalty of perjury one of the following declarations: ❑ I have and will maintain a certificate of consent to self -insure for workers' compensation as provided by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. Q" I have and will maintain workers' compensation, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued: My worker's cco�om�� p�enjjsatior/�/1;;'' rance carrier and policy number are: 0 /� Insurance Company �- -&4T -- L6IngeNTe -ErQ " Policy No. Expiration Date (THIS SECTION NEED NOT BE COMPLETED IF THE PERMIT IS FOR ONE HUNDRED DOLLARS [$100] OR LESS) ❑ CERTIFICATE OF EXEMPTION: I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the Workers' Compensation Laws of California. WARNING: Failure to secure workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and civil fines up to one hundred thousand doll s 100,0 in,a6dition to he cc t of co pensation, damages as provided for in Section 3706 of the Labor code, interest and attorney's fees. SIGNATURE - DATE • OWNER=BU)LDER DECIFiATIQfi I hereby affirm that I am exempt from the Contr ctor's License Law for -the following reason: ❑ I, as owner of the property or my employees with wages as their sole compensation, will do the work and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or through his own employees, provided that such improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner -builder will have the burden of proving that he did not build or improve for the purpose of sale), ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and contracts for such projects. with contractor(s) licensed pursuant to the Contractor's License Law). ❑ I am exempt under Section Business and Professions Code for this reason: 1. I personally plan to provide the major labor and materials for construction•of the proposed property improvement. ❑ YES ❑NO 2. 1 (have / have not) signed an application for a building permit for the proposed work. 3. 1 have contracted with the following person (firm) to provide the proposed construction (include name / address / phone number / contractors license number): 4. 1 plan to provide portions of the work, but I have hired the following person to coordinate, supervise and provide the major work (include name / address / phone number / contractors license number): 5. 1 will provide some of the work, but I have contracted (hired) the following persons to provide -the work indicated (include name / address / phone number / type of work): PROPERTY OWNER SIGNATURE DATE RGOjV[P.LEEHIS $EC3t011k, FOR NOlflltES%DEAL-TJ.9tU11 Is the applicant or future building occupant required to submit a business plan, acutely hazardous materials registration form or risk management and prevention program under Sections 25505, 25533 or 25534 of the Presley -Tanner Hazardous Substance Account Act? ❑ YES ❑ NO Is the applicant or future building occupant required to, obtain a permit from the air pollution control district or air quality management district? ❑ YES ❑ NO Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? ❑ YES ❑ NO IF ANY OF THE ANSWERS ARE YES, A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED UNLESS THE APPLICANT HAS MET OR IS MEETING THE REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT. ___...._ I hereby affirm that there is a construction lending agency for the performance of the work for which this permit'is issued (Sec. 3097(i) Civil Code). LENDER'S NAME LENDER'S ADDRESS ,�::�=.• A-CEfjTi(a1C.Ai�C(3�s�::... ,,,._, ,., .� ..., .:'b � . .�, F .. ... ......... . .......:.� .� ............�,«, � �,� ....M »,.. w..,, _ ....�,. �..,....., �,...,�.,,., -�r 1 certify that I have read the application and state that the above information is correct and that the information on the plans is accurate. I agree to comply with all City ordinances and State laws relating to building construction. I hereby authorize representatives of the City of Carlsbad to enter upon the above mentioned property for inspection purposes. I ALSO AGREE TO SAVE, INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS, COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT. OSHA: An OSHA permit is required for excavations over 5'0" deep and demolition or construction of structures over 3 stories in height. EXPIRATION: Every permit issued by the building Official 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 co m ced fora period of 180 day (Section 10 .4.4 Uniform Building Code). APPLICANT'S SIGNATURE DATE 7'O �^ WHITE: Fie YELLOW: Applicant PINK: Finance Inspection List ,:.i Permit#: CB023014 Type: TI COMM J.C. PENNEY CHANGE OUT COOLING AND STEEL SUPPORT Date Inspection Item Inspector Act Comments 08/18/2003 49 Final Mechanical TP CO NEED FAB SHOP CERT. & WELD REPORT FOR BASE PLATE CONNECTIONS TO LEGS 01/22/2003 49 Final Mechanical TP NS RE-SCHD 07/21/2003 49 Final Mechanical TP NR PLANS, CARD 03/11/2003 49 Final Mechanical TP CO PLNS, CARD 02/20/2003 14 Frame/Steel/Bolting/Weldin PY AP STEEL FRAMING FOR COOLING TOWERS Thursday, August 21, 2003 Page 1 of 1 DATE INSPECTOR --- PERMIT # PLAN CHECK # JOB ADDRESS' DESCRIPTION COMMENTS L Es i I Corporation Zn Partnership with Government for BuWingSafety DATE: January 15, 2003 JURISDICTION: Carlsbad PLAN CHECK NO.: 02-3014 SET: III PROJECT ADDRESS: 2555 El Camino Real ❑ k�CANT JURI'. ❑ CAN REVIEWER ❑ FILE PROJECT NAME: Cooling tower and steel support replacement for J C Penny ■ The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. ❑ The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff. ❑ The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. ❑ The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. ❑ The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact,pprson. ❑ The applicant's copy of the check list has been sent to: Esgil Corporation staff did not advise the applicant that the plan check has been completed. ❑ Esgil Corporation staff did advise the applicant that the plan -check has been completed. Person contacted: Telephone #: Date contacted: (by: ) Mail Telephone Fax In Person ❑ REMARKS: By: Bryan Zuppiger Esgil Corporation ❑ GA ❑ MB ❑ EJ ❑ PC 1 /9/03 Fax #: Enclosures: tmsmtl.dot 9320 Chesapeake Drive, Suite 208 ♦ San Diego, California 92123 ♦ (858) 560-1468 ♦ Fax (858) 560-1576 Y ' L Es i I Corporation In Partnership with Government for Building Safety DATE: January 8, 2003 JURISDICTION: Carlsbad PLAN CHECK NO.: 02-3014 SET: II PROJECT ADDRESS: 2555 El Camino Real ❑ LICANT 0 JURIS. ❑—PLAN-REVIEWER ❑ FILE PROJECT NAME: Cooling tower and steel support replacement for J C Penny ❑ The plans transmitted herewith have been -corrected where necessary and substantially comply with the jurisdiction's building codes. ❑ The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff. ❑ The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and -resubmitted for a complete recheck. ■ The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. ❑ The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. ■ The applicant's copy of the check list has been sent to: Building Comfort Services 5781 Schaefer Chino CA 91710 ❑ Esgil Corporation staff did not advise the applicant that the plan check has been completed. ■ Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Building Comfort Services Telephone #: 909 465 6870 Date contacted: 1 I 1 03 (by: (P— Fax #: (901) LIGS 43 Mail Telephone Fax - — In Person ❑ REMARKS: By: Bryan Zuppiger Esgil Corporation ❑ GA ❑ MB ❑ EJ ❑ PC LOG Enclosures: tmsmtl.dot 9320 Chesapeake Drive, Suite 208 ♦ San Diego, California 92123 ♦ (858) 560-1468 ♦ Fax (858) 560-1576 a Carlsbad 02-3014 January 8, 2003 RECHECK PLAN CORRECTION LIST JURISDICTION: Carlsbad PROJECT ADDRESS: 25.55 El Camino Real .DATE PLAN RECEIVED BY ESGIL CORPORATION: LOG REVIEWED BY: Bryan Zu FOREWORD (PLEASE READ): PLAN CHECK NO.: 02-3014 S ET: II DATE RECHECK COMPLETED: January 8, 2003 This plan review is limited to the technical requirements contained in the Uniform Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation,. noise attenuation and disabled access. This plan review is based on regulations enforced by the Building Department. You may have other corrections based on laws and ordinances ,enforced by the Planning Department, Engineering -Department or other departments. The following items listed need clarification, modification or change. All items must be satisfied before the plans will be in conformance with the cited codes and regulations. Per Sec. 106.4.3, 1997 Uniform Building Code, the -approval of the plans does not permit the violation of any state, county or city law. A. Please make all corrections on the original tracings and submit two new sets of prints to: ESGIL CORPORATION. B. To facilitate rechecking, please identify, next to each item, the sheet of the plans upon which each correction on this sheet has been made and return this sheet with the revised plans. C. The following items have not been resolved from the previous plan reviews. The original correction number has been given for your reference. In case you did not keep a copy of the prior correction list, we have enclosed those pages containing the outstanding corrections. Please contact me if you have any questions regarding these items. D. Please indicate here if any changes have .been made.to the plans that are not a result of corrections from this list. If there are other changes, please briefly describe them and where they are located on the plans. Have changes been made not resulting from this list? DYes ❑No Carlsbad 02-3014 January 8, 2003 • GENERAL NOTE: The items listed below refer to the item numbers from previous list. These .remaining items have not been adequately addressed. The notes in bold at the end of or contained within each item are to emphasize the remaining problem. 1. Please make all corrections on the original tracings, as requested in the correction list. Submit three sets of plans for commercial/industrial projects (two sets of plans for residential projects). For expeditious processing, corrected sets can be submitted in one of two ways: 1. Deliver all corrected sets of plans and calculations/reports directly to the City of Carlsbad Building Department, 1635 Faraday Ave., Carlsbad, CA 92008, (760) 602-2700. The City will route the plans to EsGil Corporation and the Carlsbad Planning, Engineering and Fire Departments. 2. Bring one corrected set of plans and calculations/reports to EsGil Corporation, 9320 Chesapeake Drive, Suite 208, San Diego, CA 92123, (858) 560-1468. Deliver all remaining sets of plans and calculations/reports directly to the City of Carlsbad Building Department for routing to their Planning, Engineering- and Fire Departments. NOTE: Plans that are submitted directly to EsGil' Corporation only will not be reviewed by the City Planning, Engineering and Fire Departments until review by EsGil Corporation is complete. • PLANS The plans clearly state that the cooling tower steel supporting frame is being rebuilt, please submit amended plans or comply with the following; 2. On the cover sheet of the plans, specify any items requiring special inspection, in a format similar to that shown below. REQUIRED SPECIAL INSPECTIONS In addition to the regular inspections, the following checked items will also require Special Inspection in accordance with Sec. 1701 of the Uniform Building Code. ITEM • FIELD WELDING • DESIGNER -SPECIFIED • OTHER REQUIRED? REMARKS- IF PERFORMED IN THE FIELD 3. When special inspection is required, the architect or engineer of record shall prepare an inspection _program which shall be submitted to the building official for approval prior to issuance of the building permit. Please review Section 106.3.5. Please complete the attached form. Carlsbad 02-3014 January 8, 2003 . STRUCTURAL Final plans, specifications and calculations for designs deviating .from conventional wood frame construction shall be signed and sealed by the engineer or architect licensed by the State of California who is responsible for their preparation. Specify expiration date of license. (California Business and Professions Code). 4. Analyze the existing framing for support.of the new loads. Data sheet shows a quantity of two units. 5. Provide calculations for the new structure, lateral and gravity. To speed up the review process, note on this list (or a copy) where each correction item has been addressed, i.e., plan sheet, note or detail number, calculation page, etc. The jurisdiction has contracted with Esgil Corporation located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123; telephone number of 858/560-1468, to perform the plan review for your project. If you have any questions regarding these plan review items, please contact Bryan Zuppiger at Esgil Corporation.. Thank you. 4 BGi Corporation Zn Partnership with Government for ButiVingSafety DATE: October 16, 2002 JURISDICTION: Carlsbad -PLAN CHECK NO.: 02-3014 SET: I PROJECT ADDRESS: 2555 El Camino Real ❑ APPL ANT JURIS. LEI]N REVIEWER ❑ FILE PROJECT NAME: Cooling tower and steel -support replacement for J C Penny ❑ The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. ❑ The plans transmitted' herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and- checked by building department staff. ❑ The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. ■ The check list transmitted herewith is .for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. ❑ The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person._ ■ The applicant's copy of the check list has been sent to: Building Comfort Services 5781 Schaefer Chino CA 91710 ❑ Esgil Corporation staff did not advise the applicant that the plan check has been completed. ■ Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Building Comfort Services Telephone #: 909 465 6370 Date contacted: 10 10 lot (by: i4.-) ( 15A etA1?-A) Fax #: (9 0`}� Lf &S -COS-4 7 Mail Telephone -:' Fax ✓ In Person ❑ REMARKS: By: Bryan Zuppiger Esgil Corporation El GA ❑MB ❑EJ ❑PC 10/8/02 Enclosures: trnsmtl.dot 9320 Chesapeake Drive, Suite 208 ♦ San Diego, California 92123 ♦ (858) 560-1468 ♦ Fax (858) 560-1576 U -Carlsbad 02-3014 October 16, 2002 PLAN REVIEW CORRECTION LIST COMMERCIAL LAN, CHECK NO.: 02-3014 OCCUPANCY: B TYPE OF CONSTRUCTION: ? ALLOWABLE FLOOR AREA: ? SPRINKLERS?: ? JURISDICTION: Carlsbad USE: Retail Store . ACTUAL AREA: ? STORIES: ? HEIGHT: ? OCCUPANT LOAD: ? REMARKS: Cooling tower and steel support replacement DATE PLANS. RECEIVED BY JURISDICTION: DATE INITIAL PLAN REVIEW COMPLETED: October 16, 2002 FOREWORD (PLEASE READ): DATE PLANS RECEIVED BY ESGIL CORPORATION: 10/8/02 PLAN REVIEWER: Bryan Zuppiger This plan review is limited to the technical requirements contained in the Uniform Building Code, Uniform Plumbing Code, Uniform Mechanical 'Code, National Electrical Code and state laws regulating energy -conservation, noise attenuation and access for the disabled. This plan review is based on regulations enforced by the Building Department. You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department, Fire Department or other departments. Clearance from those departments may be required prior to the issuance of a building permit. Code sections cited are based on the 199.7 UBC. The following items listed need clarification, modification or change. All items must be satisfied before the plans will be in conformance with the cited codes and regulations. Per Sec. 106.4.3, 1997 Uniform Building Code,_ the approval of the plans does not permit the violation of any state, county or city law. To speed up the recheck process, please note on- this list (or a copy) where each correction item has been addressed, i.e., plan sheet number, specification section, etc. marked uo list when vou- suomit_the revisea plans. ` Carlsbad ' 02=3014 October 16, 2002 GENERAL 1'. Please make all corrections on the original tracings, as requested in the correction list. Submit three sets of plans for commercialfindustrial projects (two sets of plans for residential projects). For expeditious processing, corrected sets can be submitted in one of two ways: 1. Deliver all corrected sets of plans and calculations/reports directly to the City of Carlsbad Building Department, 1635 Faraday Ave., Carlsbad, CA 92008, (760) 602-2700. The City will route the plans to EsGil Corporation and the Carlsbad Planning, Engineering and Fire Departments. 2. Bring one corrected set of plans and calculations/reports to EsGil Corporation, 9320- Chesapeake Drive, Suite 208, San Diego, CA 92123, (858) 560-1468. Deliver all remaining sets of plans and calculations/reports directly to the City of Carlsbad Building Department for routing to their Planning, Engineering and Fire Departments. .NOTE: Plans that are submitted directly to EsGil Corporation only will not be reviewed by the City Planning, Engineering and Fire'Departments until review by EsGil Corporation is complete. . PLANS 2. On the cover sheet of the plans, specify any items requiring special inspection, in a format -similar to that shown below. • REQUIRED SPECIAL INSPECTIONS In addition to the regular inspections, the following checked items will also require Special Inspection in accordance with Sec. 1701 of the Uniform Building Code. ITEM • FIELD WELDING • DESIGNER -SPECIFIED • OTHER _ REQUIRED? REMARKS IF PERFORMED IN THE FIELD 3. When special inspection is required, the' architect or engineer of record shall prepare an inspection program which shall be submitted to the building official for approval prior to issuance of the building permit. Please review Section 106.3.5. Please complete the attached form. -. STRUCTURAL 4. Analyze the existing framing for support of the new loads. Data sheet shows a quantity of two units. 5. Provide calculations for the new structure, lateral and gravity. ,4 Carlsbad 02-3014 October 16, 2002 • MECHANICAL (UNIFORM MECHANICAL CODE) 6. Show the configuration and attachment of the cooling towers to the support platform. 7. Show minimum 30" deep unobstructed working space in front of cooling towers. Section 307, UMC. ELECTRICAL (NATIONAL ELECTRICAL CODE) 8. Show the location and size of the disconnect. • PLUMBING (UNIFORM PLUMBING CODE) 9. 'Show the backflow control on the plans. To speed up the review process, note on this list (or a copy) where each correction item has been addressed, i.e., plan sheet, note or detail number, calculation page, etc. The jurisdiction has contracted with Esgil Corporation located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123; telephone number of 858/560-1468, to perform the plan review for your project. If you have any questions regarding these plan review items, please contact Bryan Zuppiger at Esgil Corporation. Thank.you. ` Carlsbad 02-3014 October 16, 2002 VALUATION AND PLAN CHECK FEE JURISDICTION: Carlsbad PLAN CHECK NO.: 02-3014 PREPARED BY: Bryan Zuppiger DATE: October 16, 2002 BUILDING ADDRESS: 2555 El Camino- Real BUILDING OCCUPANCY: B TYPE OF CONSTRUCTION: ? BUILDING PORTION AREA (Sq. Ft.) Valuation Multiplier Reg. Mod. VALUE ($) steel support CityEstimate25,000 Air Conditioning Fire Sprinklers TOTAL VALUE 25,000 Jurisdiction Code Icb IBy Ordinance Bldg. Permit Fee by Ordinance Plan Check Fee by Ordinance IV - Type of'Review: El Complete Review ❑ Structural Only ❑ Other ❑ Repeuuve Fee —(� Repeats ❑ Hourly Hour Esgil Plan Review Fee Comments: $215.19 $139.87 Sheet of macvalue.doc PLANNING/ENGINEERING APPROVALS PERMIT NUMBER CO DATE f Q i L ,4- -RESIDENTIAL RESIDENTIAL ADDITION MINOR (< $10,000.00) OTHER PLANNER fttu, ENGINEER. TENANT IMPROVEMENT PLAZA CAMINO REAL CARLSBAD COMPANY STORES VILLAGWFAIRE . COMPLETE OFFICE BUILDING DATE _ [ 0- -� -0 �- DATE y Occs/MtsformslPlanninp.En9inesring Approvals nt 023014 Carlsbad Fire De 1635 Faraday'.Ave. Carlsbad, CA 92008 Plan Review Requirements Category. - Date of Report: 10/28/2002 Name: Address: City, State: Plan Checker: Building Plan Reviewed by: Building Comfort 5781 Schaefer Chino CA 9171'0 Job #: 023014 Job Name: J. C. Penney Bldg #: CB023014 Job Address: 2555 El Camino Real Fire Prevention (760) 602-4660 Ste. or Bldg. No. ® Approved The item you have submitted for review has been approved. The approval is based on, plans, information and / or specifications provided in your submittal; therefore any changes to these items after this, date, including field modifications, must be reviewed by this office to insure continued conformance with applicable codes and standards. Please review carefully all comments attached as failure to comply with instructions in this report can result in suspension of permit to construct or install improvements. ❑ Approved The item you have submitted for review has been approved subject to the Subject to attached conditions. The approval is based on plans, information and/or specifications provided in your submittal. Please review carefully all comments attached, as failure to comply with instructions in this report can result in suspension of permit to construct or install improvements. Please resubmit to this office the necessary plans and / or specifications required to indicate compliance with applicable codes and standards. ❑ Incomplete The item you have submitted for review is incomplete. At this time, this office cannot adequately conduct a review to determine compliance with the applicable codes and / or standards. Please review carefully all comments attached. Please resubmit the necessary plans and / or specifications to this office .for review and approval. Review 1st 2nd 3rd Other Agency ID FD Job # 023014 FD File # a* r NBINEERINQ INC. STRUCTURAL CALCULATIONS Client: XPENNEY, INC., Project: XPENNEY Location: 2555 EL CAMINO REAL, CARLSBAD, CA 92008 Building Code: 1997 UBC Plump File No:- 010908 By: R.P. Date: December 5, 2001 Revisions:+�b� A. p w N 52696 * Exp. aG. - �r FCF CP\iF� These calculations not valid unless signed and sealed in space above. 13210 Florence Avenue Santa Fe Springs, CA 96610 (562) 777-0983 Fax (562) 777-9613 (76 6,Z3b1 y Plump Engineering, Inc. 13210 Florence Avenue Santa Fe Springs, CA, 90670 562=777-0983 FAX: 562-777-9613 !lump Emwux, Iwo RichardPlump @ Peica.coin RESPONSE TO BUILDING DEPARTMENT CORRECTIONS k City: Carlsbad Date: December 19, 2002 Plan Check # '02-3014 Project: 2555 El Camino Real PLUMP Job # 100908 ITEM #: B.D.C. RESPONSE: STRUCTURAL COMMENTS 2. See "Special Inspection" on drawing S-1. 3. See "Special Inspection" on drawing S-1. 4. See revised calculations. 5. Frame is existing. See revised calculations. 6. See detail on 5/SD-1. 7. See S-1. If you have questions please contact me. Richard Plump, P.E. President F Plump Engineering, Inc. 13210 Florence Avenue Santa Fe Springs, CA, 90670 562-777-0983 FAX: 562-777-9613 RichardPlump @ Peica.com I Pinc PLUMP ENGINEERING ING. LATERAL ANALYSIS: DETERMINE CONNECTION FORCES Nv = 1 Cv= 0.64 Nv Cv= 0.64 ap = 2.5 Ip = 1 F max = 4.00a Ip Wp = 1.76 Rp= 3 hx= 40 hr= 40 MAX. (32-1) Na = 1 Ca= 0.44 Na Ca= 0.44 Fp-- apCalp(1+3hx/hr)/Rp Wp = 1.4667 W NOT LESS THAN (32-2) R= 16 T= 0.32 F min = 0.7Calp Wp= 0.31 W NOT LESS THAN (32-3) Z = 0.4 (SEISMIC ZONE 4) SEISMIC LOADS ACTUAL DESIGN SEISMIC COEF. = 1.47 W SEISMIC ZONE 4, SOIL PROFILE Sd Determine Base Shear I V= Cvl/(RT) W 0.5589 W ' MAX. (30-4) V=2.5Cal/R W 1 0.3056 W NOT LESS THAN (30-5) V=0.11 Cal W 0.0484 W NOT LESS THAN (30-6) V=0.4ZNv1/R W 0.0444 W NOT LESS THAN (30-7) wj Y Code Check No Calc .> 1.0 .90-1.0 Z �l X .75,90 _ .50,75 0.-.50 -4.94k -4.94k -.3 5 k1f 0000a, i -.358k/ft 1 Loads: LC 1, DL+LL Solution: Envelope Plump Engineering, -Inc. J.C. PENNEY December 19, 2002 Richard Plump 8:01 AM 010908 010908-12-18-02.r3d Y Code Check No Calc > 1.0 .90-1.0 Z X .75,90 - _ .50-.75 0.-.50 -4.94k -4.94k 1.093k 1.093k i -.228k/ft -.228k/ft . , 1 i z Loads: LC 4, DL+LAT-X Solution: Envelope Plump Engineering, Inc. J.C. PENNEY December 19, 2002 Richard Plump 8:01 AM 010908 010908-12-18-02.r3d Y Code Check _ No Calc > 1.0 � I .90-1.0 Z X - 75-.90 _ .50-.75 0.-.50 -4.94k -4.94k 1.093k 0 y �1 1 F -.228 k/ft -.228k/ft-. I Loads: LC 5, DL+LAT-Z Solution: Envelope Plump Engineering, -Inc. J.C. PENNEY December 19, 2002 Richard Plump 8:01 AM 010908 010908-12-18-02.r3d Company Plump Engineering, Inc. December 19, 2002 Designer Richard Plump 8:02 AM Job Number: 010908 J.C. PENNEY Checked By: -Global .Steel Code - ASD: AISC 9th AISI 99 Allowable Stress 1ncrease, Factor (ASIF) Include Shear Deformation Include Warping _ Dis la Sections for Member Calcs 1.333 Yes Yes 5 Max; Ihternai:S-fictions. f& Memb'etzCalcs-_ --97- RedesigIn Sections Yes P=Delta Anal 'sis Tolerance;"' '0:50% _ Vertical Axis Y Area'-Loatl: Mesh : in^2-' _ - 1:44 Mer a Tolerance in .12 Materials (General) Material Label Young's Modulus Shear Modulus Poisson's Thermal Coef. Weight Density Yield Stress (ksi) (ksi) Ratio (per 10^5 F) (k/ft^3) (ksi) STL 29000 11154 .3 .65 .491 36 TUBE! ;29000 T1154-_;: - :3'. 65 .491 46_- FRP 3200 .3 .65 .491 33 GONG ; 4000. ,:'."_ ;= _..... ,= : 1;538'.5-`.:: ;.°. ; ..:3: ... -.` _ .:65'; - 145 -0 LINK 1e+6 .3 .65 0 36 Sections Section Database Material Area SA(yy) SA(zz) I y-y I z-z J (Torsion) T/C Label Shape Label (in)^2 (in A4) (in A4) (in A4) Onlv BEAMS, W10X15 ST 1 4.41 - 1.2 1.2 1 2.89 68.9 .1 -COLUMNS PIPE :3:0 -STL -2.228 1.2 1-'.2 - 3.017 3.017' 6:034 DIAGONAL L3X2X4 STL 1.19 1.2 1.2 .392 1.09 .027 RIGID - LINK _ "I - 1.2 1.2 1 1 1 UNIT unit LINK 7344 1.2 1.2 3.17261e+66.36725e+67.16368e+6 E BEAM' --W1.8X35 STL ,10:3- -. -1.2 - 1.2 - _1.5.3- .- 51-0 .51 Joint Coordinates Joint Label X Coordinate Y Coordinate Z Coordinate Joint Temperature Detach from (ft) (ft) (ft) (F) Diaphra4m N1 0 3.5 0 0 No N2` - I 14: 3:5 . „ _ , -0: 0 No N3 0 3.5 5.67 0 No N4 14-'-, 3.5 5:67 _ 0 -No N5 0 3.5 10.497 0 No N6 :.14:' .' 3.5: 1.0.497. 0 No. _ N7 0 3.5 16.167 0 No N8 14 3.5 16.167 0 No _ _ 0 .0. 0--No N 11 0 0- 16.167 - 0 No N'12 , _ 1,4_,'_ _ .-0- 16:.167' 0 _ No _ N 13 0 3:5 12.667 0 No Nil 1-4 3.5, 12.667 0 No N15 3.5 3.5 0 0 No N 16_ N17 - 3.5 10.5 _ 3.5 -,-, 3.5 � -.1i6.167 _o 0 o No __-- No 1\118 - 10.5. 3,5 16.167 0 No _ N20 14 3.5 3.5 0 No N3, 1;4';= 3.5 `- : � 10:497 - 0 No _ N38 2.8 3.5 10.497 0 No -10.497 = 0 No N40 5.6 3.5 10.497 0 No RISA-3D Version 4.5b [C:\RISA\010908-12-18-02.r3d], Page 1 Company Plump Engineering, Inc. December 19, 2002 Designer Richard Plump 8:02 AM Job Number: 010908 J.C. PENNEY Checked By: Joint Coordinates (continued) Joint Label X Coordinate Y Coordinate Z Coordinate Joint Temperature Detach from ft ft ft F Diaphragm N46 TA _ - _3.5 5.67 0 No _ N47 - 2.8 3.5 5.67 0 -No N48 3 •5:67- -0 No r N49 5.6 3.5 5.67 0 No N50 7- 3.5--: '_ 5.67 0 No N49A 8.5 3._5 10.497 0 No N50A, 8.6' - :35:_ ,:. ., ..,. 1:6.1'67.: _ „ 0 No` , N52A 8.5 3.5 0 - 0- No N53A_ ,.. _ 8.5 _. _ .. -- ,' -: . _ 13.5-.' - , . N33 7 3.5 10.497 0 No N34 1.4 - 3.:5 ,. - 16.,1.67.. 0 No N35 2.8 3.5 16.167 0 No -N36 . .. `.:; ::4:2,. _, :. _ - 3:5:' 16:'167- - Q No N37A 5.6 3.5 '16.167 0 No N38A: .:. :;.. 7 _ = .: :3:5::.; 16.:1"67" :0 No N39A 0 3.5 14.7495 0 No N40A _0-­', ;: - _:3:5 - _ _ _ _ 1''3 332:- _ -0 No N41 0 3.5 11.9145 0 No N42 ;. 0 3- 5 4.-2525 0 No N43 0 3.5 2.835 0 No _N44 " 0.., _3.5 1.4175 0' No N45 8.5 3.5 4.2525 0 No N46A . :: -. - :8.5. • .. = :' 3:5 _ = 2.835 , 0 . No N47A 8.5 3:5 1.4175 0 No N48A _ - 8.5: 35 ".. _ 14.7495- - - -- 0 No N498 8.5 _ 3.5 13.332 0 No N50B' 8.,& " M` :- 11_.9145 0 No N51 1.4 3.5 0 0 No N52 _2.8 a.5 0- _ 0 No N53 4.2 3.5 0 0 No N54 5.6.' 3.-5 0 0 No N55 7 3.5 0 0 No N56 _ '-: - .i 0 =::_ _ _..•.. - ._; . 4, , 0 . 0­.: -No N57 0 4 5.67 0 No N58 ,• . :_ 0` ' , 4 10.497 - - 0 No N59 0 4 16.167 0 No . 4 14 ,0 0N61 No , N62 2.8 4 10.497 0 No N63 4.2 " 4 10.497 0 No _ N64 5.6 4 10.497 0 No N65 - 1.4.-- ' - - 4 _ : ,,67 - _ .. 0 No N66 2.8 4 5.67 0 No N67-,°., " 4.2: 4,_ - 0 No, - .. N68 5.6- 4 5.67 0 No N69:. _ 7 ';_ . _- " -,.. _ 4: _: _ ,..:-•-" 5.67:.: 0 No . N70 8.5 4 10.497 0 No N71- 8.5 4 16.167 0 No J� �N72 8.5 4. 0 _ 0 No _N73-_ :_...: g 5, - 4- = 5:67 . 0 -No . N74 7 4 _10.497 0 No N75 1':4 . 4 - : 16167 - 0 No . N76 2.8 4 16.167 0 No 4:. 16:167 ;0 No N78 5.6 4 16.167 0 No 7 4 16-167 0 -No, N80 0 4 14.7495 0 No N81 :, =. _0 4 ';13 3.32" _0 . No RISA-3D Version 4.5b tC:\RISA\010908-12-18-02.r3dj Page 2 I 1 Company Plump Engineering, Inc. December 19, 2002 Designer Richard Plump 8:02 AM Job Number : 010908 J.C. PENNEY Checked By: Joint Coordinates (continued) Joint Label X Coordinate Y Coordinate Z Coordinate Joint Temperature Detach from (ft) (ft) (ft) (F) Djanhranm N82 0 4 11,.9145 0 ^ No -N83-' _ . _- 0 : 4,, 4.2525= _ 0 _ No N84 0 4 2.835 0 No N85 : 0: 4 , 1:4175' ' '=0 No N86 8.5 4 4.2525 0 No N87 8.5 4 2.835 0 No N88 8.5 4 1.4175 0 No N89 8:5'.. 4 _ .. _ _ - . "- 14:7495 „ 0 No , N90 8.5 4 " 13.332 0 No N91, = .:._" _:'8.5_ ''.:: _ `4,. 11.:9145.' 0 - No:_ N92 1.4 4 0 0 No _ . „ 0 0 No - N94 4.2 4. 0 0 'No - 'No-- N96 7 4 0 0 No N96A 4:25 4 1'3=.332 0 ' ' No N97 4.25 4 2.835 0 No N98. 4;25.. _ 1:3:5 _ 1.3.332 _ 0: No N99 4.25 13.5 2.835 0 No :N,100: '' 0: 0 22:6,6T' 0 _ No= N101 14 0 22.667 0 No N103 14- 0 -6.5 0 No Boundary Conditions Joint Label X Translation Y Translation Z Translation MX Rotation MY Rotation MZ Rotation Win) Win) Win) (k-ft/rad) (k-ft/rad) (k-ftkad) N9 -N1-0.- N11 N12. N100 Reaction Reaction _Reaction N1,01 Ruction _ ; Reaction, ;' ` Reaction - N102 Reaction Reaction, Reaction N1-03 - - Reaction- Reaction. - `..- _ Reaction Member_ Data X-Axis Shape] Material Phys End Releases End Offsets Inactive Member Label I Joint J Joint- K Joint Rotate Section Set Memb I -End J-End I -End J-End Code Length (deqrees) Set TOM xvz xvz xvz xvz (in) (in) (ft) M1 N1 N15 BEAMS STL Y BenPIN 3.5 M4" " . N3- N4 BEAMS; .„STL" Y: :BenPIN`, -BenPIN 14' M5 N5 N6 BEAMS STL Y BenPIN BenPIN 14 M6 M7 NT N7 `N16 N11 " BEAMS OLUMNS ' STL STL Y Y BenPIN BenPIN _. ___.. _. -.. __.3.5_.. 3.5 _ M8 N8 N12 COLUMNS STL Y BenPIN 3.5 M9 N1 N9 COLUMNS STL Y BenPIN _ 3.5 M1.0 N2 N10 ouMNs STL Y BenPIN 3.5 M11 N11 N13 DIAGON... STL Y BenPIN BenPIN 4.95 M12 M13 N11 N12 N16 N18 - DIAGON... DfaGON... STL STL Y-­ Y _ BenPIN BenPIN _BenPIN BenPIN _ -� _ _ _4.95 4.95 M14 �M15 N12 N14 DIAGoN... STL Y BenPIN BenPIN 4.95' N10 N20 DIAGON... STL Y BenPIN BenPIN _ 4.95 M16== , ; N1,0--` ',''N1'7 Oia,�ON.. - `STL' Y BenPIN BenPIN 4.95 M17 N9 N15 _ _ DIAGON... STL Y BenPIN BenPIN 4.95 M21 N18 - N8 BEAMS STL Y _ BenPIN _ 3.5 M22 N17 N2 BEAMSI STL IYI BenPIN 3.5 RISA-3D Version 4.5b [C:IRISA\010908-12-18-02.r3d] Page 3 Company Plump Engineering, Inc. December 19, 2002 Designer Richard Plump 8:02 AM Job Number: 010908 J.C. PENNEY Checked By: Member Data (continued) X-Axis Shape / Material Phys 'End Releases End Offsets Inactive Member Label I Joint J Joint K Joint Rotate Section Set Memb I -End J-End [-End J-End Code Length (degrees) Set TOM . xvz xvz xvz xvz (in) (in) (ft) IBM RISA-3D Version 4.5b [C:\RISA\010908-12-18-02.r3d] Page 4 Company Plump Engineering, Inc. December 19, 2002 Designer Richard Plump 8:02 AM Job Number : 010908 J.C. PENNEY Checked By: Member Data (continued) X-Axis Shape / Material Phys End Releases End Offsets Inactive Member Label I Joint J Joint K Joint ' Rotate Section Set Memb I -End J-End I -End J-End Code Length (decrees) Set TOM xv7 xy7 xv7 xy7 linl finl tM MINOR omm • 1 • • ' ®- • ®®®®®��®om Um REM 01 ®®�®®®®®��. • . Steel Design / NDS Parameters Member Section Length Lb y-y Lb z-z L_comp Cm y-y Cb Sway Label Set Ie2 let le_bend K y-y K z-z CH Cm z-z B y z R (M (ft) (ft) (ft) 1 • RISA-3D Version 4.5b [C:IRISA1010908-12-18-02.r-3d] Page 5 Company Plump Engineering, Inc.- December 19, 2002 Designer Richard Plump 8:02 AM Job Number: 010908 J.C. PENNEY Checked By: Steel Desiqn / NDS Parameters (continued) Member Section Length Lb y-y Lb z-z L_comp Cm y-y Cb Sway Label Set le2 let le bend _ K y-y K z-z CH Cm z-z B y z R (ft) (ft) (ft) lftl MENEM MEMO= 01110 RISA-3D Version 4.5b [C:\RISA\010908-12=18-02.r3d] Page 6 ' Company Plump Engineering, Inc. December 19, 2002 Designer Richard Plump 8:02 AM Job Number : 010908 J.C. PENNEY Checked By: Steel Design / NDS Parameters (continued) Member Section Length Lb y-y Lb z-z L_comp Cm y-y Cb Sway Label Set le2 let le bend K y-y K z-z CH Cm z-z B y z R If+) m rftl rft) MOMIJ -Distributed Load Patterns Pattern Label Direction Start Magnitude End Magnitude. Start Location End Location DEADLOAD d y .0350 _0 _ LIVELOAD�-....... Y _ .02. _-._.... -.02 __4..__._ _...... ...._...... 0 Basic Load Case Data Load Type Totals BLC No. Basic Load Case Category Category Gravity Pattern Direct n___-:.,a:..., fl-A., Y V 7 Inint Pnint Nct nict Aran Slid 1 DL*EE1 L Dead Load -1 2 2 2- - - LAT-X,:--ELX`, ' ;Earth uake:Load X 2 _ 3 LAT-ZLZ Earthquake Load Z - 2 RISA-3D Version 4.5b [C:\RISA\010908-12-18-02.r3d] Page 7 Company Plump Engineering, Inc. December 19, 2002 Designer Richard Plump 8:02 AM Job Number: 010908 J.C. PENNEY Checked By: Basic Load Case Data (continued) Load Type Totals BLC No. Basic Load Case Category Category Gravity Pattern Direct Description Code Description X Y Z Joint Point Dist. Dist. Area Surf, Joint- Loads/Enforced Displacements, Cate-gory : DL,_ BLC 1 _ DL Joint Label [L]oad,[M]ass,or Direction " Magnitude _ [P]isplacement k k-ft in rad k"s^2/ft N98 — _ -I - - -- Y -- -- -I -4.94 - L -- _ y'.::: Member Point Loads, Cate -gory.,- ELX, BLC 2 : LAT-X Member Label I Joint J Joint Direction Magnitude Location (k. k-ft) (ft or %) M108 - N96A N98 A 4.94 - 50 X.. 4:94 %50 71 . Member Point Loads, Category : ELZ, _ BLC 3 LAT--Z Member Label I Joint J Joint Direction Magnitude Location k, k-ft ft or M108 ri N96A N981 Z 4.94 %50 Z. 4:94 1 %50'- Member Pattern Distributed Loads,. Cate -gory: DL, BLC 1: DL Member Label I Joint J Joint Load Pattern Label Pattern Multiplier N100_ N102 DEADLOAD ...- I LM110_ M111 _ _� "---��N101 ._N103DEADLOAD_,— —6_5 Member Pattern Distributed Loads, Category : LL, BLC 4 : LIVE LOAD Member Label I Joint J Joint _ ,Load Pattern Label Pattern Multiplier Dynamics Input Number of Modes 3 Load,;Combinati6h, Number::... -1_`-:DL+LL Acceleration of Gravity 32.2 ft/sec^2 C.on�er ence Tolerance:= -; =' ' _ 0:001 Converge Work Vectors No Load Combinations M. 1A/0 on QDQQ t M RI r G—tnr. RI (` P—tnr RI (` Gnrtnr RI (` Pnntnr RISA-3D Version 4.5b [C:\RISA\010908-12-18-02.r3d] Page 8 Company Plump Engineering, Inc. December 19, 2002 Designer Richard Plump 8:02 AM . Job Number : 010908 J.C. PENNEY Checked By: Envelope Joint Displacements Joint Label X Translate Y Translate Z Translate X Rotate Y Rotate Z Rotate (in) Lc (in) Lc (in) Lc (radians) Lc (radians) Lc (radians) • Lc N 1 max .782 4. -.348 - 4 �-.•04 5 1.769e-3 4 1.024e-3 4 1.361 e-4 5 min 1 .017 5 -:374 5 -.073 4 1.615e-3 5-6.994e-4 5-4.317e-4 4 N2 max .786 4 - -.285 5 .004 5 1.931 e-4 5 2.955e-3 4 8.078e-3 4 min .019 5 -.321 4 0 4 1.192e=4 4-6.265e-4 5 1,517e-3 5 N3 max .844 4 -.462 4 -.038 5 1.268e-3 -4 8.712e-4 4 1.357e-4 5 min _ -.031 5 -.475- '5 -:07I_ - A. I 1.05e�3: " 5 -6.112e-4 5 -1.461e-4 4 N4 max 1 .848 4 -303 5 .004 5 2.966-4 4 2.66e-5 4 1 8.072e-3 4 min - -.027 5 . =:338 '4 .: _ : 0 4 =- 2.08e-4- . , 5• , -1.582e-4 5, , 1.5e-3, 5 N5 max .847 4 -.461 4 -.039 5 -9.575e-4 5 - -6.36e-4 5 1 3.538e-4 5 min .-.021:- -5_ ' 467- ,. -,-5,- -.071 4 - -1-.259e-3 4 -1.228e-3 4 -1.5996=4 4 N6 max .851- - 4 -.299 5 .003 5. -2.781e-4 1 5 -1.072e-4 4 1 8.057e-3 4 min ' :-=.018 5 =-`-:338 4 -:001"", 4- 72:83e-4 •-4 -1.514e-4 5 ..1.462e=3- ` 5 N7 max .758 4 -.351 4 -.038 5 -1.073e-3 5 -6.898e-4 5 , -2.423e-5 5 min .,- _=:0.72-. _ _ 5, _'; -.394' -: _ 5_ . =.07_ -"- _ 4 -4.69.5e-3 •.- 4 A .424e-3-' -_•4 -4.1-74e-4 ' 4 " N8 -max .761 4 -.286 5 '002 5 -4.175e-5 5 -8.24e-4 5 8.051e-3 4 min_ = • -.068. 5- -:32 ' A-4: _ - -..002 :A ,_ -1,591 e74 , .4. .=3.378e-3 . 4 1:4450-3 . 5 N9 -max .761 4 -.346 4 0 5 3.766e-3 5 7.148e-3 4 1.081e-4 5 min ;, :021r 5_.: _= -:372 : ,' 5' 0 -:._ _ 4..' _3.442e-3 _ 4- -1.6-13e=4. - 5 _-5.044.e-4- 4 N10 max � .819 4 -.285 5 0 5 3.192e-3 - 4 7.826e-3 4 9.816e-4 5 min: 06 : _ 5_ =:32 " " 4 - 0 _ 4, _ :2:8,54e=3 _ "5. _ , 3.'04-1 e-4 5• 7.849e-4 4 _ N11 max 1 .738 4 -.349 4 1 0- 5 -3.472e-3 4 3.135e-4 5 -1.972e-6 5 min -.072 5 -.392 5 0 4-3.822e-3 5-7.11-2e-3 4-4.774e-4 4 N12 max .796 4 -.286 5 0 4-2.856e-3 5-2.196e-4 5 1.476e-3 5 min -.006 5 -,32 4 0 5-3.191e-3 4-7.794e-3 4 8.4e-4 4 N 13 max .813 4 -.422 4 -.038 5 -1.061 e-3 5--7.579e-4 5 1.015e-4 5 Min. --.041 5 -.438 5- -.07 -4 -1.569e-3 4 -1.319e-3 4 -2:577e-4 4 N 14 max .841 4 -.29 5 1 :002 5 -2.341 e-4 5-7.534e-4 5 8.051 e-3 4 min -,031. 5- -:328 4 1 7.002 4 -3.161 e-4 4 -7.741 e-4 4 1.445e-3 5 N15 max .783 _ 4 -.366 4 -.011 5 1.708e=3 4 8.667e-4 4 2.413e-4 5 min .017 5 : -.368 5 -.109 4 1.:663e-3 5 -7.169e-4 5 -2.821 e-4 ' 4 N16 max 759 4 -.368 , 4 -.009 5 -1.004e-3 5 -6.911e-4 5 1.342e-4 5 min _ .==07T _ -'5 - -.•394 =- 5 -:016 ' 4 =1'.657e-3� 4. -1.28e-3 4' -2.702e-4' 4 N 17 max .786 4 -.326 5 .037 5 9.951 a-4 5 3.265e-4 5 8.461 e-4 5 `min :01�9 5---. _._ =.355 " 4 - .141._- . 4:; -5:995e-4 . 4 -2.069e-3. 4 6.536e-4 4 N18 max .761 4 -.348 5 .064 - 4 -4.652e-4 5 6.96e-4 4 1.181e-3 5 min-; "-.-:068 _ ., 5' =.357' - 4 A 035 5 `"&A33e-4 4 3:276e-4 5 . 6.83.5e-4 4 N20 Max .846 4 -.294 5 -.004 5 3.036e-4 4 3.419e-4 4 8.078e-3 4 min ' : =:014 - 5 7:327 _ 4 :_ -0 . 4 2:859e-4 - 51 -7.34e-4 5 1 1.5176-3 . `5 N37 max .847 4 -.461 5 -.028 5 -8.144e-4 5 -6.942e-4 5 1 3.879e-4 5 min -.021 5 + -.464' `:. 4`, - , -.05- 4 =1.351e-3 4 ' • -1:282e-3 A -1.391.e4 4 N38 max .848 4 -.454 5 -.016 5 -7.243e-4 5 -7.031e-4 5 4.499e-4 5 min -.02 5 -.466 - 4 -.028 4 -1.302e-3 4 -1.285e-3 4 -6.168e-5 4 N39 max 1 .848 4 -.446 5 -.005 5-6.688e-4 5 -7.051 e-4 5 5.347e-4 5 min: 7.02 5, ",A 6 _ 4 j, -_:007 4.- -1.253,e-3 4 -1..284e-3 4 5.955e-5, 4 N40 max .849 4 -.436 - 5 .014 4 -6.326e-4 5 -7.043e-4 5 6.401 e-4 5 min-- -.019.. ,. .5 .... -.464 4• - . .007 5 -. -T.222e-31 4 ,4.283e-3. 4- . 2.173e74 4 N46 max, .844 4 -.465 4 -.026 5 1.383e-3 4 8.695e-4 4 1.479e-4 5 min -.031 5 1 -.474 5 -.085 -4, 1.268e-3. 5 -7.118e-4 5 -1.293e-4 4 N47 max 1 ' .845 - 4 -.467 4 -.014 1 5 1.338e-3 4- 8.736e-4 4 2.404e-4 5 min -.031 5 -.471 5 -.1- 4 1.272e-3 5-7.055e-4 5-5.358e-5 4 N48 max .845 4 -.467 5 -.002 5 1.288e-3 4 8.722e-4 4 3.82e-4 5 min-- -.03 15 -.467 4 ,.114 4 1'.268e=3 5, 1 -7.07e-4 '5 6.71 e-5 4 N49' _ max .846 4 -.459- -5 .009 5 1.283e-3 5 8.711 e-4 4 5.543e-4 5 min =.029 •_ -_ 5 -.465 . _4 ;-.129 4- . =1:257e-3 4- "-7.098e-4 5 - 2:253e-4 4 N50 max .847 4 -.448 5 .021 5 1.301e-3 5 8.827e-4 4 7.397e-4 5 rain -.028; : -:5- =:4;6 • . 4 . ; . -..143 ,; 4. 1.249e-3 ` 4 -7.152e-4 5 4:076e-4 . -4 RISA-3D Version 4.5b [C:\RISA\010908-12-18-02.r3d] Page 9 ' CaMpany Plump Engineering, Inc. December 19, 2002 Designer Richard Plump 8:02 AM Job Number: 010908 J.C. PENNEY Checked By: Envelope Joint Displacements, (continued) Joint Label X Transate Y Transate Z Transate X Rotate Y Rotate Z Rotate (in) Lc (in) Lc (in) Lc (radians) Lc (radians) Lc (radians) Lc N49A max .851 4 1 -.41 5 .059 4 -5.346e-4 5 -6.638e-4 5 9.606e-4 1 5 min -.018: '5 -.45 _ 4- .031' 5 -1-.143e-3 -4 -1.1986-3 4 6.869e-4 1 4 N50A max .761 4 -.37 4 .059 4 -6.065e-4 5 -6.571 e-4 5 6.705e-4 5 _ min -.068 5 -.371 5 .032 5-1.244e-3 4-1.192e-3 4 2.531e-4 4 N52A max .786 4 -.344 5 .034 5 1.351 e-3 5 7.34e-4 4 5.685e-4 5 min -.019 . 5 --.368 -__ .. 4 - _. -.159. 4 ,-:1.272e-3: 4. -6.617e-4 5 2.417e-4 _ 4 N53A max .848 4 -.433 5 .034 5 1.276e-3 5 7.402e-4 4 1.018e-3 5 rriin_ ,:027 5'._ =:451:. - 4:. -,159'..._ 4: .'1:.171e=3":`: 4 _ =6'.547e-4 5 - _ 6:973e=4 4- N33 max .85 4 -.424 5 .036 4 -6.069e-4 5 -7.077e-4 5 1 7.615e-4 5 :min :: =:019-;' .;5' .=': =,A59 "' = 4, °,019: 5 "_ ="=1.212e-3 :. 4 -1.291 e-3- _ 4= 3:986e=4 -4- N34 max .758 4 -.359 4 1 -.026 5 -1.038e-3 5 -7.11-8e-4 5 -7.1e-6 5 n in ,..`, --:.071;:' -5' -..395 °5. =.048�" - 4 ; =1.626e-3- 4 -1.285e-3 4 -4.051e-4 4 N35 max .758 4 -.365 4 -.014 5 -1.008e-3 5 -7.014e-4 5 7.985e-5 5 min:. =:071; - 5 -.'SW .-_ -5" _ =_027 : 4:: _-1::59:5e-3"..4 -:-1.283e-3- 4 -3.264e=4" 4 N36 max .759 4 -.37 4 -.003 5 -9.651e-4 5 -7.007e-4 5 1.995e-4 5 min -:07 5 -.392 5 -.0.05. 4 :-1.572e'3' 4 . -1.285e=3 4 -2:029e=4 -4 N37A .max .76 4 -.373 4 .016 4 -8.944e-4 5 -6.996e-4 5 1 3.375e-4 5 min_ : - : =:0.7 . :: 5:; _: =,388 --,*5- = _ >009Z, . 5- -1.529e=3 -4- --1.284e-3 4 -6.5810=5 4 N38A Max .76 4 -.372 4 .038 4 -7.893e-4 5 -6.911e-4 5 4.795e-4 5 min :.�_,:0.69. 5:.:. -:381- ":.:,-5 ". :02_ ',,_5- ..-1.445e-3. 4" .-1.272e-3 4 7.299e-5 _ A N39A max 1. - .78 4 1 -.38 4 -.038 5 -1.07e-3 5 -7.157e-4 5 -1.101e-5 5 min. ' " -:06, '5': : _-.412- 5- `, --07. 1 -4 =-1.676e=3 --4 ' -1.283e-3 4 -3.612e-4 4 N40A max .802 4 -.409 4 -.038 5-1.055e-3 5-7.275e-4 5 5.561 e-5 5 min -.047 5 -.43 5 -.07 4-1.609e-3 4 -1.3e-3 4-3.209e-4 4 N41 max .824 4 _- -.436 4 -.038 5 -1.053e-3 5 -7.501 e-4 5 1.674e-4 5 min -:034 5 -A48 5 -.071 _ 4 -1.502e-3 4 -1.315e-3 4 -2.519e-4 4 N42 max .828 4 -.437 4 -.039 5 1.538e-3 4 8.973e-4 4 8.83e-5 5 min -.02'. "- -5' -.454' 5` -:072 4 1.343e-3 5- =7.099e-4 5 -2.422e-4 4 N43 max_ .813 4 -.409 4 -.039 5 1.673e-3 4 8.893e-4 4 8.574e-5 5 min : " -.008 - 5 �:429 -5: -.072 : 4 _ 1.494e=3. 5- -7.086e-4 5 . =3,111 e-4 _4 N44 max .798 4 -.379 4 -.04 5 1.751 e-3 4 8.726e-4 4 9.706e-5 5 -min :004 5 -.402 5 -.073 4 ' 1.587e-3 ' 5 -7.155e-4 5 -3.585e-4 4 N45 max .833 4 -.412 5 .034 5 1.282e-3 5 9.024e-4 4 7.741 e-4 5 - 5_- -:431_:- 4,.:.., =:159:;- :.14: - ,1.:1:83'e=3- ."-4 -7.045e=4 5 4:547e-4 ; 4 N46A max .817 4 -.39 5 .034 51 1.305e-3 5 8.879e-4 4 7.126e-4 5 in-,.,:, -:004, :.,5 , �.41J .'.: ",4 -_1.59, .. -:4-' 1.2.1`5e=3 " 4-` =6.992e-4 5 3;756e-4 4 N47A max i .802 4 -.367 - 5 .034 5 1.333e-3 5 9.178e-4 4 6.44e-4 5 -min r :008= " 5 _ 39 ::. 4= - =:1'59; _ 4: 1-253e-3: .:4=_ -6:925e-4 ~ '5 _ 2.861 e=4 4 _ N48A max .784 4 -.382 5 .059 .4 - -5.908e-4 5 -7.33e-4 5 6.723e-4 5 'Min 7.055 - ' 5 -:39.1: 4. : - :032 .5 -1.224e-3- 4 -1.324e-3 4 2.923e-4 4 N49B max .806 4 -.391 5 .059 4 -5.633e-4 5 -7.185e-4 5 7.26e-4 5 min _ _ -:043 = 5. -: 41-.1- --4 - - _ .031 5- -1":�187e=3_ . 4 -1,.3e-3 4 3.736e-4 4 N50B max .829 4 -.401 5 .059 4 -5.411e-4 5 -7.25e-4 5 7.759e-4 5 _ min -.031 5 _ -.431 4 .031 ` �5 -1.155e-3 41 -1.309e-3 4 1 4.452e-4 4 N51 max .783 4 -.356 4 -.028 5 1.683e-3 4 8.725e-4 4 1.506e-4 5 min. .01 - _ '5 '-.372'- "_5 _ -.087 '. 4 1..651e-3 5 -7.028e-4 . 5 -4.204e-4 4 N52 max .783 4 -.363 , 4 -.017 -5 1.647e-3 5 8.706e-4 4 2.054e-4 5 min :017' 5 -.37 5- -,=.102_ �4 '1:645e-3 4 =7.12e-4 5 -3.403e-4 4 N53 max .784 4 -.366 5 -.005 5 1.628e-3 5 8.731e-4 4 2.831e-4 5 min - 018- 5_ _ _ =.368 _4- -.1 4 _ 1..618e-3 4 _ - -7.13e-4 5 -2.13e=4- 4 N54 max .785 4 -.36 5 .008 1 5 1.59e-3 5 8.722e-4 4 3.685e-4 5 min .018 5 -.371 4 1 4 1.571e-3 4-7.154e-4 5-7.395e-5 4 N55 max .785 4 -.353 5 .02 5 1.51 e-3 5 8.624e-4 4 4.556e-4 5 -min-,_ " :.019 ' 5 =:;37:1 4 - 1-45 :4 1.486e=3. 4 -7.363e-4 5 6.4820-5 . 4 . N56 max .785 4 -.348 4 -.03 5 1.774e-3 4 9.009e-4 4 1.191e-4 1 5 min :016 -5 =:374 5. -.0,62. 4 : 1.631e-3 5 -7.05e-4 1.5 -4.483e-4 4 N57 max .845 4 -.462 4 -.031 5 1.425e-3 4 8.737e-4 1 4 1 1.086e-4 1 5 RISA-3D Version 4.5b [C:\RISA\010908-12-18-02.r3d] Page 10 Illy, 31- 1 11 s - .- - - . . 11ln -,- - - _- . - - - ' Company Plump Engineering, Inc. - December 19, 2002 Designer Richard Plump 8:02 AM Job Number : 010908 J.C. PENNEY Checked By: Envelope Joint Displacements, (continued) Joint Label X Transate Y Transate Z Transate X Rotate Y Rotate Z Rotate (in) Lc (in) Lc (in) Lc (radians) Lc (radians) Lc (radians) Lc min 1 -.032 5 -.475 5 -.062 4 1'.227e-3 5-6.999e-4 5 -1.68e-4 4 N58 max .848 4 -.461 - 4 -.045 5 -1.014e-3 5 -7.013e-4 5 3.316e-4 5 min =.023 5- =.467: - 5 ; :. _�.079 • _ _ 4_ _-1'.403e-3 .-.4 . =1.279e-3 4 -1.811.e-4 4 N59 max .76 4 -.351 4 -.045 5 =1.075e-3 5 -7.1e-4 5 -4.852e-5 5 min. , -.071- 5 -.394 5 -.08 4 - .699e-3 4 -1.311e-3 4 -4.345e-4 4 N61 max .848 4 -.461 5 -.033 5- -8.145e-4 5 -7.118e-4 5 3.791 e-4 5 min- -.023 _ _ 5. .. - 464 - 4 : ; =.058 4 , -1.35 fe=3 .4'. --1-.287e-3 _4 --1.532e-4 -4 N62 _max .848 4 -.454 5 -.021 5 -7.24e-4 5 -7.139e-4 5 4.425e-4 5 min ':023,. 5 -.466'" 4 '-.036- 4 A.302e-3: 4'-1.293e-3 4 -7.58e-5 4 N63 max .848 4 -.446 5 -.009 5 -6.686e-4 5 -7.12e-4 5 5.268e-4 5 ;mine _ =:02T_ ' ._ 5 =.466. _ , 4=_.. -.015 . ; 4 . �1:252e=3 . _ 4' -1.29e-3. 4 4.67e=5 . 4 N64 max .848 4 -.436 5 .007 4 -6.326e-4 5 -7.09e-4 5 6.337e-4 5 min=''.- -;023; . = 5 ` =.464 4' :.003:: 5 ." =1:222e-3 4 -1,286e=3 4- . 2.086e-4- ;4 N65 max .845 4 -.465 4 -.019 5 1.383e-3 4 8.733e-4 4 1.294e-4 5 _032; --., _ . _, •e3 - 5 173e :-4. . 5. 4.436e=4 4min N66 'Max .845 4 -.467 4 -.007 5 1.338e-3 4 8.811e-4 4 2.256e-4 5 min -.032' .°- :5, -:471, Z. _-_-:092 ;: 4 1:272e=3� 5 -7..056-4 5 -6.812e-5 4 N67 max .845 4 -.467 5 .005 5 1..288e-3 4 8.784e-4 4 3.727e-4 5 min;. =_032_-.,; ;'5' ,-:-.467':.: 4::' =107 '- =.:4' - -1 26'8e-3 5 =7:07.8e=4 .5 5:389e-5 4 N68 max .845 4 -.459 5 .017 5 1.283e-3 5, 8.743e-4 4 1 5.506e-4 5 min -.032 5 -.465 4 -.121 4 1.257e-3 4-7.128e-4 5 1 2.165e-4 4 N69 -max .845 4 -.448 5 .029. 5 1.303e-3 5 8.804e-4 4 7.4e-4 5 min - __ -.032= _ . 5 - _ :.46:=,_. 4 _ :. _ _-..136 __..: A ' .1:247e-3 .. ,4 , -7.115e-4 5 4.051 e-4 '4 N70 max .848 4 -.41 5 .052 4 -5.363e-4 5 -7.02e-4 5 8.498e-4 5 min -.023, 5. , -.45' 4_ .028 5 =1.143e-3 4 -1.272e-3 4 5.339e-4 4 N71 max .76 4 -.37 4 .052 4 -6.231e-4_ 5 -7.058e-4 5 5.985e-4 5 min .. - -.07.2 . 5­ -.371__ __ 5: _ .028 5 4.265e-3 4- . -1.277e-3 _4 1:89e-4 4 N72 max .785 4 -.344 5 .042 5 1.368e-3 5 8.585e-4 4 5.335e-4 5 min .016 5 -.368 4 -.152 4 1.294e-3 4 -7.01e-4 5 1.802e-4 4 N73 max .845 4 -.433 5 .042 -5 1.277e-3 5 8.534e-4 4 8.745e-4 5 min .-.0.32 '5 -.451 4- -.1-52 4 1.172e-3 1 4 -7.051e4 5 5.436e-4 4 N74 max .848 4 -.424 5 .029 4 -6.064e-4 5 -7.121e-4 5 7.585e-4 5 mirr; -.023 - : 5 '­.459, -. ,4 . - , .01`5'-', ._5,- A.2'1Te-3 4 4:291e-3 4 -3.96e-4 4 N75 max .76 4 1 =.359 4 -.032 5 -1.039e-3 5 -7.162e-4 5 -2.358e-5 5 min -.0.71 _... 5 -.395:. 5 -' - ;.-:058 .: 4 -1:627e-3 ° .4 .. -1.29e-3 4 -4:202e-4 4 N76 max .76 4 -.365 4 -.021 5 -1.008e-3 5 -7.068e-4 5 6.989e-5 5 min- ,-=.07.1 '. • 5 ,"•,-._395 ' :6 =.036 -4 -1.595e-Z .4 . -1.287e-3 4•': -3.356e-4 4 N77 max .76 4 -.37 4 -.,009 5 -9.654e-4 5 -7.092e-4 5 1.966e-4 5 min_ _.071 -. ' • 5 ; ' . -.392' ; 5_ __ =:095 4- -1.573e-3 4 . -1.29e-3 4' -2.082e-4 4 N78 max .76 4 -.373 4 .007 4 --8.946e-4 5 -7.127e-4 5 3.38e-4 5 _ min -.072 5 -.388 5 .003 5 -1.529e-3 4 -1.294e-3 4 -6.543e-5 4 N79 max .76 4 -.372 4- .029 4 -7.896e-4 5 -7.101e-4 5 4.832e-4 5 -:072-_­­__',5_ : =.381 - . ,.5'__ . •.:Q1'S5' =1':4'45e=3_ ._4 ; =T.288e=3_ :4 . 7.741e=5 4.1 N80 max .782 4 -.38 4 -.045 5 -1.072e-3 5 -7.083e-4 51 -1.14e-5 5 min -:05'9 5 =.412 5 -:08 4 -1:69e-3 -4 -1.284e-3 4 -3.643e-4 4 N81 max .804 4 -.409 4 -.045 5 -1,062e-3 5 -7.15e-4 5 5.551e-5 5 min -.047 . 5 -.43 5__ -- -.08 4- -1.623e-3 41 -1.292e-3 4 . -3:208e-4 4 N82 max .826 4 -.436 4 -.045 5 -1.058e-3 5 -7.208e-4 5 1.636e-4 5 min -.035 5 -.448- 5 -.08 4 -1.513e-3 4 -1.298e-3 4 -2.543e-4 4 N83 max .83 4 -.437 4 1 -.031 5 1.551e-3 4 8.837e-4 4 8.973e-5 5 min -.02_ _, 5- -:454 . 5_. -.062. _ 4 1:356e-3_ 5 - -7.075e-4 5 -2.433e-4 4 N84 max .815 4 -.409 4 --.03 5 1.687e-3 4 8.804e-4 4 8.569e-5 5 min ; -.008 5 -.429 -:5 - -.062, 4 1.51e-3 5 -7:083e-4 5. -3.11e=4 4 N85 max 1 .8 4 -.379 4 -.03 , 5 1.768e-3 4 8.723e-4 4 9.614e-5 5 min= '. ..004_. _ _.5 _ 402`-• 5 -.062_.,.._4 '°' 1.606e,-3=_ .-5 -7.108e-4 5-- -3:617e-4 4_` N86 max .83 1 4 -.412 5 .042 5 1.278e-3 5 1 8.775e-4 4 1 7.74e-4 1 5 - min- ; -:02 _ -_': 5- -.43.1 ,.4; ..:. ,'-:152,; _ 4'_ 1,1776-3. 1 4. 1 -7:163e-4 5 14.501e-4 1,4 RISA-3D Version 4.5b [C:\RISA\010908-12-18-02.r3d] Page 11 ' Company Plump Engineering, Inc. December 19, 2002 Designer Richard. Plump 8:02 AM Job Number: 010908 J.C. PENNEY Checked By: Envelope Joint Displacements. (continued_ ) Joint Label X Transate Y Transate Z Transate X Rotate Y Rotate Z Rotate (in) Lc (in) Lc (in) Lc (radians) Lc (radians) Lc. (radians) Lc N87 max- .815 4 1 -.39 5 .042 5 - 1.305e-3 5 8.773e-4 4 7.126e-4 5 min. I--.008•- _.-5., %411 4:- .-._-.1`52. _ - 4 1:.216e=3 __. 4 -7.0866-4 -5 3.756e-4 4 N88 max .8 4 -.367 5 .042 5 1..338e-3 5 8.918e-4 4 6.442e-4 5 min .004 5,,' -.39 4 -.152 4 1.259e-a 4 -7.047e-4 • 5 2.908e-4 4 N89 max" .782 4 -.382 5 .052 4 -5.947e-4 5 -7.192e-4 5 6.743e-4 5 min .-.059 . '5_' -.391 4- :028 __ 5 -1.231 e-3 - 4 -1.302e-3 4 2.959e-4 4 N90 max .804 4. -.391 5 .052 4 -5.627e-4 5 -7.118e-4 5 7.26e-4 5 min -.047 - 5 -.41 T • 4 ., .028. 5 -1..187e-3 4 -1.29e-3 ' 4 3.736e-4 -4 N91 max .826 4 -.401 5 .052 4 -5.362e-4 5 -7.1e-4 5 7.736e-4 5 min;_ =:035.-" 5 '-- -;4:31:_;. ;_4:_ 028; _ ; _b°:: =,1 4 • :-1.288e-3- "_4 441�7e=4- 4.- N92 max .785 4 -.356 4 1 -.019 5 1.684e-3 4 8.787e-4 4 1.411 e-4 5 min :'„-':,016 :.,-:".5 ::. =` 372:- ':.. 5;J -=;077 4 ; 1;651,e=3:: 5- '=7.045e74 _5 1_. 4.36e-4 4 N93_ max .785 4 -.363 4 -.007 5 1.647e-3 5 . 8.755e-4 4 2.007e-4 5 min',---, ,:016._ .' 5 =:37 _ .: 5 - ".,=.092 4 1.645e-3- '4' -7.1-02e-4 5- -3.493e-4: -.4, N94 max .785 4' -.366 5 .005 5 1.629e-3 5 8.784e-4 4 2.809e-4 5 min. . � ,:016.- ' .:5, -=.368 . -4 : -.107'. - ..4. : 1.618e-3 4 .-7.087e4.. 5 -2.181e-4 4 N95 max .785 4 1 -.36 5 1 .017 5 1.59e-3 5 8.821e-4 4 3.686e-4 5 min .016 5 -.371 4 -.121 4 1.572e-3 4 -7.07e-4 5 -7.28e-5 4 N96 max .785 4 -.353 5 .029 5 1.512e-3 5 8.769e-4 4 4.586e-4 5 min '' 0.16 5 -:371 4_ . -:1,36 4 - ' 1,:486e=3 . 4 77.145e-4 5...6.974,e=5 4"- N96A max 804 4 -.422 4 -.008 5 -7.077e-4 5 -7.121e-4 5 3.692e-4 5 min: ';==,-.047 '._= 5 ' .:=.422 5'- ," -:014 : 4" A.415e-3- --4 :-1:291e-3.. 4 -1�:3e-4 - - 4 N97 max .815 4 -.42 5 .006 5 1.554e-3 5 8.789e-4 4 3.624e-4 5 min- =. ; .008,1 ; . 5 - -._422 4_ ==:107 . ;4 _ 1.4576-3 4 -7.088e-4. 5 -1:.266e-4 - 4 _ N98 max .819 4 -.422 4 -.089 5 -7.077e-4 5 -7.121e-4 5 3.692e-4 5 min -:089 5 -.422 5 -.175 4-1.415e-3 4 -1.291 e-3 4 -1.3e-4 4 N99 max .829 4 -.42 5 .183 5 1.554e-3 5 8.789e-4 4 3.624e-4 5 min -.049 5 -.422- 4, .059 4 1.457e-3 4 -7.088e-4 5 -1.266e-4 4 N100 max 0.000 4 -0.000 4 1 0.000 5 -4.803e-3 4 1 1.219e-3 5 -1.972e-6 5 min 0.000- 5 0.000 .- 5 0.000 4 -5.413e-3 51 =1.061e-2 4 74.774e-4 4 N101 max 0.000 4 0.000 5 0.000 4 -3.937e-3 5 2.-199e-4 5 1 1.476e-3 5 min 0.-000 - _.Z,: 0:•000, - ; 4 . -0:000-- ;. ' 5 _ 4.398e-.3 .4 , .-1.14e-2 4 8.4e-4 4 N102 max;. 0.000 4 0.000 4 0.000 5 5.104e-3 5 1.105e-2 4 1.081e-4 5 min:,. _ 0:000<„- " 5 : = -0.000 , 5 _ 0.000 . _ ;;4 - 4.76e=3 4:.. 4:884e-4 : 5. '-_5..044e-4 4- N 103 max 0.000' 4 0.000- 5 0.000 5 4.41 e-3 4 1.181 e-2 4 9.816e-4 5 miii _ 0.000 -. `5 -0.00& 4 1 0:000 ` 4. _ 3.9.17e-3 - 5 9.993e-4 5 7.849e-4 4 Envelope Reaction_ s Joint Label X Force Y Force Z Force X Moment Y Moment Z Moment (k) Lc (k) Lc (k) Lc (k-ft) Lc (k-ft) Lc (k-ft) Lc N100 max 1 .132 5 8.307 5 -.516 4 0.000 4 0.000 4 1 0.000 4 min =.51.1, ` ";:4= : `_. 7:04" ; 4 ' -1:888 :'; . 5� �, -. 0.000 4- 0:-000 4 0:000 - 4 N101 max .064 5 6.436 4 -1.219 5 0.000 4 0.000 4 0.000 4 min =.526 .. '-4:_ 5:825 _- 5 =1:219° -.. 4 - 0:000- -- -4 0.000 -4- 0.000 4 N 102 max -.095 5 7.077 5 .397 4 0.000 4 0.000 _ 4 0.000 �0.000 4 _ min -.569 4 1 6.978 4 -.044 5 0.000 4 0.000 4 4 N 103 max -.101 5 6.49 4 1.338 4 0.000 4 0.000 4 0.000 4 min -.582 4 5.734 5 .963 5 0.000 4-� 0.000 4 0.000 4 Reaction Totals : max 0.000 5 26.943 5 0.000 4 min I '-2.1'87 4- . 26:943 14 -2.187 5 - Envelope Member Section Forces Member Label Section Axial Le Shear y-y Lc Shearz-z Lc Torque Lc Moment y-y Lc Moment z-z Lc m n I -19053 4 .392 1 5 �001-I 4 I 0 T- 1 5 (-0 RISA-3D Version 4.5b [C:\RISA\010908-12-18-02.r3d] Page 12 Company Plump Engineering, Inc. December 19, 2002 Designer Richard Plump 8:02 AM Job Number: 010908 J.C. PENNEY Checked By: Envelope Member Section Forces, (continued) Member Label Section Axial Lc Shear y-y Lc Shear z-z Lc Torque Lc Moment y-y Lc Moment z-z Lc (k) (k) (k) (k-ft) (k-ft) (k-ft) M4- - M5 2 max -.993 5. .542 4 .013� 5 0 4 012 5 -.337 5 min -1.053 4 .379 5 -.01 4 0 5 -.009 4 -.48 " 4 3 max -2.353 5 .576 4 -.008 5 0 4- .01 4 -.436 ` 5 min -3.398 4 .313 5 -.027 4 0 5 .007 5 -.595 4 4 max -2.353 5 .563 4 -.008 5 0 4 0 5 -.704 5 min -3.398, 4 .3 5 -.027 1 4 0 5 -.013 4 1 -1.093 4 5 max -3.162 5 .609 -.011 5 0 5 0 5 -.803 5 min -4.918 4 .257 _4 5 -.015 4 0 4 -.002 4 -1.367 4 1 max =1:192:;.. :.5:' .643 5 _ 017 - _ :5.':. _ "'Q -4:' 0 4 0'' 4,' _min _ :_.-1".245.. 4 : -'5---- - _".4 403- °4..' =.001 5' 0 4: _.0 4 2 -max ---5'.081 "_ 4_ -.472 4 _ -:004 5 0 _ ._. 4 0 5 -1_.197 4 min -5.938 5 :463 5 -.03.. 4 0 5 0 4 -1.404 5 a:__ _max- _::7AOR, - __4- __.807 _ .-. 4. :1-09 4 0-- - . 4'_ _ � .032 5 -2.057 _ 5 . = 5- ' __ .702 _ _5,. : -;074. ',5; =. - 0 5 -.027 4 " -2;0.79' 4. 4, max: " '' -:151 4' , . . ,-1,21.6 :: 5 . • _ .064•. ,. . 5 ,; , , .:002_ '„ 5. :632 4 . -4.349 _ 5 min -:952 _,- 5 .. '-,1'.288.,• . `"4,; -1.8.1; -_4­-_­_':001' 4 -.225 5 =4.6 4 = 4: _ _T.269' _' S _ -- ".064 , .. - 5 _ . _ ,002' 5 . 0 - _. _ _ 4. 0 4' - mine" -5 1.3.41..-'; 4 :. =:1'8:1':: •-4' 001 .. 4 0 4 0 4: 1 max -1.406 4 .506 4 .045 5 0 4 0 4 0 4 mire- -1.735 5 .403 5 .007 4 0 5 0 4 0 4 2 mac -3.565 -5 .458 4 .031 5 0 4 0 5 -.841 5 Min -_-5.109. 4 .237 5 .03 4 0 5 1 0 4 -1.203 4 3 max -4.927 5 .806 4 .018 5 0 4 .014 5 -1.396 5 min -7.375 4 .601 5 -.064 4 0 5 .012 4 1 -2.067 4 4 max .144 5 -.905 5 .121 4 0 5 -.221 5 -3.26 5 min 1 -.062 4 -1.284 4 .063 5 -.001 4 -.425 4 -4.587 4 5_ max .144 5 -.958_ 5 .121 4 0_ 4 0 4 min -.062 _ 4 -1.337 4 .063 5 -.001 _5 47 _0 0 4 0 4 1 - •max -1.078- _ 4 - .619- 5 _ . _:007' 4 0' 5. 0 4 0 4 min: -1.327 -5 :544 4 002. - 5 0- 4 0 4 1 0 4- 2 --max -1.078 4 .606 5 .007 4 0 5 .006 4 -.47 4 min -1.327 5 .531 -4 .002 5'_ 0 4 .002 5 -.536 5 3 max- " _-3.335:- .4 : "•..555,._ . :4' t _.023-" 5- .0_ 5 -.009 4 _ -.588. -4. .min= `. -3:699 _ = , .5_:: 537 - ' .:5- ` ' :022" . : 4: ' _ 0 . 4" =.012 5 _- -.676 5 4; - rnax ;--3.-33,5.: ,4. 542 4: :0,2'3 ., -" -5-• 0 5 '.011" 4 -1:Q67 4 - mih - .-3.695,- = '" = . :52=3 _ ,: .'.5_ 022, :4 0' 4 .008 5 -1.14 , .5 5 - :max: =4.827: 4'=,,- .:563_-: 4 : "- :024 =5: 0 : A, --5 002 .` 4 4.152 " _ 5--- min :-5.1'73 _ 5. _ - .2,1 5" `.; 12, A . 0 ' 0 5 - -1:3.13 - 4 1 -1 max_ 3.173 4 0 4_ -.268 4_ .134 5 1 0 4_ 0 4 -min 2.572 5 0 5� -.429 - _5- _ -.76 0 4 0 4 2 max 3.179 4 0- 4 -.268 1 4 .134, .-4-1 5 1 -.234 4 1 0 5 min 2.579 -. 5 0 5 -.429 5 -.76 4 -.375 5 0 4 3 max 3.186 4 0 4 -.268 4 .134 5 -.469 4 0 5 min 2.585 5 0 5 -.429, 5 -.76 4 -.75 5 0 4 4 max 3.193 4 0 4 -.268 4 .134 5 -.703 4 0 5 min 2.592 5 0 5 1 -.429. 5 -.76 4 -1.125 5 0 4 -max' 3.199 4 0 4 -.268 4 .13.4 5 --.937 4 0 5 _5 min 2.599 5 0_ 5 -.429 5 _ -.76 4 -1.5 _ 5 -.001 4 1 max .431 5 0. '5 - 7.428 _ 5 081-- 5 0 4. 0 4 min .249 4. 0, 4. -:.463 - 4 -,59 4_ 0 4 0 4 2 max .438 5 Q 5- -.428 5 .081 5 -.375 5 0 4 min .255 4. -0 4 -.463 4 -.59 4 1 -.405 4 1 0 5 3 "max .444 5- 0 . 5 ;:42$ :_- ::5 _081 _ : 5_ -:749 5 '0' 4- min _ :262- ._ 4- T _ -A- 4 - ` :463 4' -.59' - 4 -.811 4 -:001 _ _ 5 4 max ' .45.1., a ;5 0 ,; : ,5, -.,428 5 _:081 „ 5 -1.124 .- 5 0 4, _ '-min ;` ' _269' - 4 , : . _ 0 4 = :• _- -.463' - 4-- -.59 _ 4" -1,.216'; 4 --.002. . ' 5 ::081- : :5 -1.499 5 - 0 4- RISA-3D Version 4.5b [C:\RISA\010908-12-18-02.r3d] Page 13 ' Company Plump Engineering, Inc. December 19, 2002 Designer Richard Plump 8:02 AM Job Number: 010908 J.C. PENNEY Checked By: Envelope Member Section Forces, (continued) Member Label Section Axial Lc Shear y-y Lc Shear z-z Lc Torque Lc Moment y-y Lc Moment z-z Lc (k) (k) (k) (k-ft) (k-ft) (k-ft) M10 M11 I M13 min .275_ -4- 0, 4- -.463 4 -.59_ - 4. - _ "-1.622 4 _ -.002 5 _ 1 max 3.568 4 0 5_ .764 _ 4 .818 4 0 4_ 0 4 _ _ min 2.832 5 0�- 4 .697 5 .072 5 0 4- 0 4 2 max 3.574 4 0 5 .764 4 .818 4 .669 4 0 4 min 2.839 -5 0 4 .697 5 072 5 .61 5 0 5 3 max f 3.581 4 0 5 .764 4 1 .818 4 1.337 4 0 4 min 2.845 5 0 4 .697 5 .072 5 1.22 5 0 5 4 -- max min 3.587 _ 2.852--5--�_ 4 0 _ 0� 5 4--.697 .764 4 5 .818 _ �T.072 2.006 4 0 4 _4 -5- ^1.83 5 0 5 5 max -3.594 4 0 5 .764 " 4 .818 4, 2.674 4 0 4 min 2.859 5 0 4 .697 5 .072 5 2.44 5 0 5 1 'max '_ .236: 5 0 4 :47 4; . 651-' -4_ 0 4 0 4-'- min=:>:":':`137',..406' =5 124 5_ Q. 4 0_ 4 2':'-:max: :.243.'; 5 ' _. '0 _ _ 4, 47 " '_ ..=_4. =:651--:4-- 411 _ 4, _ 0 = 5. _ '_min 1:44 :_ _.4.• ':_ 0 -5 ." .._.4061_. -,-5: _::124 - -:5 356 5 - 0 4 3 max . .25 5 0 4'' .47 . 4. .651, 4 - .823 4 .001 5 0 -.- -5 A06 - 5 424 5 711 5- 0 4,' 4 -:max:: _ .256- 5: _ - -0__ 4__ : T 4- .651�- - ,4 1.234 4�" -- ..002 � 5 mint _ .1.5:7-_ .4: .0' ' 5: • .406'. 5. 1'24 5_ 1.067- 5 0 - - 4 - 5: ,max_ ; - 263, .; 5 _0 • - : 4 47. _ 4 : - :65:1 ` - 4 1.:646: -. -4 -.002:- = 5 _ 1,64 _ 4 0 5 406 5 124: - 5 1.423 5 0 4 max 3.119 5 .007- 4 0 4 0 5 0 4 1 0 4 _1 min .876 4 .007 5 0 4 -.002 4 0 4 0 4 2 max 3.115 5 .004 4 0 4 0 5 .003 4 -.006 5 min .873 4 .004 5 0 4 1 -.002 4 .003 5 -.006 4 3 max min 3.111 5 4 0 0 4 4 0 0 4 0 -.002 5 4 .004 .004 4 -.008 5 :869 4 5 :.008 4 4 max- min 3.108 866 5 4 1 -.004 -.004 4 5 0 1 0 4 4 0 -.002 5 4 .003 .003 4 5 -.006 _ 1 -.006 5 4 5 max 3.104 5 -.007 4 0 4 0. 5 0 4 1 0 4 min .862 4- -.007 _ 5 0 4_ -.002 4 0 4 1 0 1 4 `1 ;max .305- ' -5 :00:7.- ,4, • 0. _4 _ = 0 - 5.- 0 :4. 0, 4 :mi =:'688i .-4, , 007 4:; 0 4,; -.002 4' '0 4 '0', 4` 2`_; max..: _ :302;. -_::: 5"'- :: - 004, 4 ' ' : 0` .. - ..4 0 5 .003 4 -:006-4- mina:,: ;:6.92': .':_4`._ :.'004_-_' -4 --._ __O' - _4 -.002 - - 4 . :003 4 -.006 1 4' 3- , max••:-: -:298:- _ 5- - 4 ; , 0 '- ' _4 0 5 :004 • 4 -:008, 4min' =.6;95: 4_`.. _-0 0: 4 _ 0 = 4 -:002. 4 004 4 -.008 4 4 = :max- 294 : ' 5.' 7.OQ4 .:.:4 01. _-4 : _ 0- _5 .003 - 4 :-.006 4, min -.699 4- : -.004 :_4 - : 0. 4 --.002 - -4 .003 4 -.006 4 5. max:,- .291 5 -.007 4' . 0 -. 4 " . -0 5 - 0 4 0 4 min . . -.702 4 =.0.07 ,- . 4-J.. D_: 4, 7:002 4 0 4 0 4 1 max -.724 4 .007 4- 0 4 0 5 0 4 0 4 min - -.159 5 .007 4 0 4 -.002 4 0 4 0 4 2 max .721 4 .004 4 0 4 0 5 .003 4 -.006 4 min -.162 5 .004 .4 0 4 -.002 4 .003 4 -.006 4 3 max min .717 -.166 4 5 0 0 4 4 0 0 4 4 0 -.002 5 4 .004 4 -.008 -.008 4 4 4 max Min .714 - -.17 4 5 -.004 -.004 4 4 0 0 4 4 0 -.002 5 4 .003 .003 4 4 -,006 -.006 4 4{ 5 max .71 4 -4007 4 0 4 0 5 0 4 0 4 min -.173 5 4 '0 4 -.002 4 0 4 0 4 1 max " 4 ., 'min; .: . °5_ 5 0 . , , ,,..4' .. -0... 4 0 4, 0 4 2*__ bibk, . EZ:523� 4-,. _'_'4- H : _0. 4 0•-- - 5-`. -.003 _-4- -.,0.06"_-:5.min.::- `5. .:5:- _ 0 :::4 0 _ 4. ..003 .5_ -:006 = . 4 _ 3 : 'max 4 '4., :'0= 4'_; ;0 5 :004 4 -.008 5 min `35,8' ,; ,;5 4. 0 . _ 4,` : 0 , 4- 004 5 -:008, 4 RISA-3D Version 4.5b [C:IRISA1010908-12-1-8-02.r3d] Page 14 Company "Plump Engineering, Inc. December 19, 2002 Designer Richard Plump 8:02 AM Job Number: 010908 J.C. PENNEY Checked By: Envelope Member Section Forces, - (continued) Member Label Section Axial Lc Shear y-y Lc Shear-z-z Lc Torque Lc Moment y-y Lc Moment z-z Lc (k) (k) (k) (k-ft) (k-ft) (k-ft) M15 .-. M1.6 - M17 F�-M23. '': ; _ -:004 4 _ Q 1 4- 0 , 5 .003 _ 4 1 -.006"' ''& :' rhiri .-_"2-.355 5 --.004' 5, '0:. °-4'' '.0 4 " .003 5 --:006- ` " 4-- 5 -max - 2.516 , 4,_ -.007, - 4 0 4- 0 5 0 4 •-0 4 -min 2.351 5- -.007 5 0- 4 0 4 0 4 0 4 1 max min 2.688 2.036 4 5 .007 .007 4 4 0 0, 4 4 0 0 5 4 0 0 4 4 0_ _ 0- 4 4- 2 max 2.685 4 .004 4- 0 4 '0 5 .003 4 -.006 4 min 2.032 5 .004 4 0 4 0 4 .003 4 -.006 4 3 max 2.681 4 0 4 0 4 0 5 .004 4 -.008 4 min 2.028 5 0 4 0 4 0 4 .004 4 -.008 4 4 max 2.677 4 -:004 4 0 4 0 5 .003 4 -.006 4 min 1 2.025, 5 -.004 4 0 4 0 4 .003 4 -.006 4 5 max Z674 4 -.007 4 0 4 0 5 0 4 0- 4 min 2.021 5 -.007 4 0 4 0 4 0 4 0 4 1:` "-max . 856=''.. ` ;=4;:.'"' ;:007= 4= :0•- :4, ;' ,002` 4. :0• 4": ' _:.0 _ 4: riiin °` 226 -5,,, :007-- _",4 ;0 '4 0 5' 0 - ' 4- 0' 4- 2 'max = --'.852 "4'_, - --.004 4 0- - - 4. °'` ,002 " 4 .003 4 -.006- 4 min-. :.'..222-_ .: 5-' _ _..004 _ : 4=-. 0._ :4 . - �0 5- - .003. -4,- =,006 4- 3 . max `.-: 849: : , 4". `- :0 -. = 4 .. 0 -'4':, . ..;:002 4 : 004 4 = 008.. 4 rr-iria •.. .':21-9-' 5,:' .. - Q. :.. 4 ,• ` : '0-: 4 0 5. 004 4 -.00S 4. 4 ' :mast. =. ' :845_ _ _' ° ,4 -:004 4` 0::_" _- - 4 : - .002- - - 4'- 003' 4. =.006 _ ,, 4- min :215 -_ 5- --.004,- _ 4'-' _ 0- 41 - - 0 5 .003 4 : -.006` ' - 4 5 max min .842 .212 4 5 -.007 -.007- 4 4 0 0 4 4 0- 5 0 4 0 4 1 max min -.238 -.825 5 4 .007 .007 4 4 0 0 4 4 .002 0 4 5- 0 0 4 4 0 4 0 4 2 max -.242 5 .004 4 0 '4' .002 4 .003 4 -.006 4 min -.829 4 .-004 4 01 4 0 5- .003 4 -.006 - 4 3 max -.245 5 0 4 0 4' .002 4 .004 4 -.008 4 min -.832 4- 0 4 0 4 0 5 .004 4 -.008 4 max -.249 5 -.004 -4 0 4 .002 4 .003 4 --.006 4 -4 min -.836 4- -.004 4 0 4 0 5 .003 4 -.006 4 5 ma -.252 5 -.007 4 0 4 .002 4 0 •4 0 4 min -.839 4 -.007 4- 0 4 0 .5 0 4 0 4 1 maX :09: = 4.--` = ,535', '_ 4°- --:122: 4 0 - :5 - =.223` 5., -1:964 4 -� 5_ -:797 5 .064 -. 5 -.001- '4 ' - --.428 _ -4 -2.882 -- `5 2 max -A' ..09. _ " 4. -.548_ -' 4" -, . .1'22• "-_ .:4 - : 0 - "- _ - -5 -- _ - -.167 5 -1,49 _ _ 4- rrmiri -:053 -- ' 5 . ; :` �.81, ; -_ 5- - _- _.064 5 = -_ .001 4- _ -.$21 4" -2.179 5 3 - max :09 4 -.561 -4 .., .122- 4' 0 5 -.111` --51 -1..005' 4 -min 1, -.053 :. •- 5 - . , -:823' `5 . .064. '5 -.001- 4 -.214 4- -1.464 .5 4 : rhax : ' 09 4 -:574 4 .1,22, `4 0 " 5 _ -.056 :5 -.508 4 min:.. =.053 . 5: ' , -.837 • ,5 __.064 5 _ =.001 4 -.107 4 -.738 5 5 max - .09- 4 -.588 4 .122, 4 0 5 0 4 0 4 min -.053 - 5 -.85 5 .064 5 -.001 1 4 0 4 0 4 1 -- max min .123 -- .061 _- 4 5 -.378 -.486 5_ -4 . .064 - 182. - 5 4 .002 .001-- 5 -4- .636 - -- 224 4 5 1 -1-.414 -1.792 5 4 2 max .123 4 -.391 5 .064 5 - .002 _5 .477 4 -1.077 5 min" 061 5 -.499 . 4 - _ -.182 4 _ 001 4 -.168 5 -1.361 4 3 max 1 .123 4 1 -.404 5 .064 5 .002 5 .318 4 -.73 5 min 1 .061 5 1 -.512 4 - -.182- 4 .001 4 -.112 5 -.919 4 4 max .123 4 -.417 5 .064'-'`- " 5 002 5 .159 4 -.371 5 v. min .061 5 -.525 4 -.182 4 .001 4 -.056 5 -.465 4 5 max .123 4 -.43 5 .064 5 .002 5 0 4 0 4 min .061 .5 -.538 4 -.1-82 4 .001 4 0 4 0 4 -4,:962 = `5 .' _ .41- 5 :024 5 :;0' S, 0 4 , .__ ',-1...152- , . •5.: . min - :=5:318: ,. .4.'. 061 _ ` _- '4 :- 012' 4 = .. ;0 4 - 0- 5 -1:313=: - 4 2, max `= :''=5 735 = , ,.:5 . :1,15 -': ": 5. ..: ,.041- 5: - _ -0--: 4 � .014 .. :5: wt 386 . ; _4: ' RISA-3D Version 4.5b [C:\RISA\010908-12-18-02.r3d] .Corn pany Plump Engineering, Inc. December 19, 2002 Designer Richard Plump 8:02 AM Job Number: 010908 J.C. PENNEY Checked By: - Envelope Member Section Forces, (continued) Member Label Section Axial Lc Shear y-y Lc Shear z-z Lc Torque Lc Moment y-y Lc Moment z-z Lc k U k k-ft (k-ft) M24 M20. _^M21A M24A­: • - I _ __M25 _ min -5.805 4 .07 4 .024 4 -0 5 .008 4 -1.411 5 3 max =5.753 4 .321 5 .07 5 0 5 -.063 4 -1.508 4 min, -5.846, ,-_5. .218_' _ 4 ..043--.: 4 -.001 : _ •4 : _ _ -.066- 5- -1.531 _ -5, 4`, -'•max• ° :5,97 ° 4 - =.643' _ ' 5_ -, 122 4 0 '5' -;334 5 -3.747:.' 4 min `=.1,7�1 :5,' '-1.006 4 • :064, . 5 -.002 - 4 -.641 4 -4.03.1 5 5. Max, . ' :597 :: - A - _ -:.67 •- ,' • 5 :,. 1T22. 4- '_ _ : -;0 5. _ _ ,=.223 ,- 5 - _ -1:964 - 4 min =.:1.71 - . - 5 ` -1.032 ' ; _ 4 . = :064'. 5 _ =:002 '4 - -.427 4 -2.882 5 1 max -3.336 5 .073 5 -.011 5 0 4 0 5 -.803 5 min -5.507 4 .011 4 -.015 4 0 5 . 0- 4 -1.367 4 2 max -3.627 5 .047 4 -.021 5 0 4 -.006 5 -.865 5 min -5.911 4 .046 5 -.026 4- 0 5 -.009 4 -1.397 4 3 max -3.639 5 .188 4 -.045 4 .001 4 .102 5 -.949 5 min -5.771 4 .134 5 -.175 5 0 5 .051 4 -1.501 4 4 max_ .724 4 -.496 5 .064 5 .003 4 .952 4 -2.305 5 min .216 5 '-1.049 4 -.182 4 .001 5 -.336 5 -3.651 4 5 max .724 4 -.522 5 .064 5 .003 4 .634 4 -1.414 5 min, .216 5 -1.076 4 -.182 4 .001 5 -.224 5 -1.792 4 1".. max''.. =:21`4.;' 5 c567__ :; ..4_"` ,. •:135:: -4, 0, ..• 4 - _ 026; 5 :2.14 4 :=.022'_ 5' .0' ' _ 5 -.154' _4 123._- .5• 2 max- .627 S 1.424 5 -.026 ' '4 .001 5 =.008 4 -.389 5' mid - -3.959 - 4 .837 ' 4 -.046 5 0 4 -.014 5 -1.378 4 3 max 1:662 5 1.075 5. .237. 5- 0 4 -.003 5 -5.784 5 min: - 1:126: _ 4__ : �_ -.13. _ -. - _4 : - _-.06.8_'__- _:'4 - _ . ' 0 5 -.253 4 -7.28 4 4 max -5.161. - 4 -.;536 '5 . � .031 4 �0 5 -.002 5 -1,602 4 min =5166 5 7.566 ' 4 '.003' 5 0 4 -.012 4 -1.743 5 5 max -:716' 4 -.693 4 -.049 5 0 5 -.042 5 .308 4 min -1..23_ _ :5 -.749 5• -:136.-4- 0 • 4 -.159 4 .25 5 1 max_ min .47 .289 5 4 -.194 -.401- 5 4 -.061 -.123 5 4 0 0 4 4 .651 .124 4 5 _7.001 -.002 4 5- 2 -max 2.184 4 1.424 4 -.061 5 0 5 .152 4 .72 4 min 1.905 5 1.17 - 5 -.123 4 0 4 -.121 5 .132 5 3 max 2.004 4 .023 4 .091 5 0 5 .016 4 -1.412 5 min 1.969 5 -.16 5 .027 4 0 4 0 5 -1.679 4 4 max 2.125 4 -1.178 5 .09 4 0 5 .228 4 .916 5 min 2.032 5_ -1.375 4 -.053 5' 0 4 .133 5 .53 4 5 max .365 5 .419 5 .09 4 0 4 .59 4 0 5 min 341 4 .339 4- -:053 5 0 4 -.081 5 -.001 4 _- 1• _ max, : -:866, . '',5= ::= : '2$4= .`-=4 : -..=:13a:_' „_=5:, ::001_ _' ._ W - .217 _ , 4 : -.002 .- 4" min' -1.,098 : 4 -.203- - -5 - -:229 4 0 -5- .129 5' -.015 5 2 max -1.192 5 .262 4 -.138 5 .003 4 -.067 5 -.288 5 min -1.637 4 .182' 5 -_.229 4 .002 5 -.108 4 -.386 4 3. . =max -1:,1.92 ::; _•_5_, : . -.l27 , - 5 =:02.: ; . •,5 :003 . - .:.'4 , _ -.019 5 -.313 ._. 5 min:: `.-.1:637'"'- 4 : '--- -:1:6. 4 ` _ -:028. _: - 4 .:002._ = 5. -.029 4 -.43.4 . _ 4 4- max - _ =.996 5 -:204 '5;' : _-,.132' 5 `. :,008: .' ; 4 -.097 4 -.212- _ 5 min' -1:45.' ' 4' 1-:288 4 -.201 4 .006 5 .069 5 -.317 4 5 max --.35 5 -:225 5 --.1:32_ - 5-- .008 4 -.119 5 .106 4 min =.616 4 -.31. 4 . -.201= 4 006-- 5 -.188 4- 092 5 1 �- max -.341 5 4 .304- - :26.- 4_ - 5v .261 021 4 5 V -.008 l -.008 -- 4 - 5 - .00_6 ---.252 - - 5 T 4- .121 5 min -.653 .098 4 2_ max 1 -1.048 5 .283 4 .261 4 -.008 4 .119 4 -.232 5 min -1.465 4^ �.238 -5 .036TJ 5 -.008 5 .035 5 318 4 3 max -1.25 5 .158 4 :036 5 -.002 5 -.027 5 -.325 5 min -1.643 4 .135 5 .028 4 7.003 4 -.031 4 -.435 4 4 max -1.25 5 -.156 5 .293 4 -.002 5 -.044 5 -.285 5 min -1.643 4 -.27 4 .044 5 =.003 4 -.132 4 -.387 4 5 max -.981- _ 5 -.178 5 .293 4 -.001 41 .283 4 .01 4 min -1.081 4 -.291 4. .044 5 ' -.002 5 1 .019 5 1 -.048 5 RISA-3D Version 4.5b [C:\RISA\010908-12-18-02.r3d] Page 16 Company Plump Engineering, Inc. December 19, 2002 Designer Richard Plump 8:02 AM Job Number: 010908 J.C. PENNEY Checked By: Envelope Member Section Forces, (continued) Member Label Section Axial Lc Shear y-y Lc Shear z-z Lc Torque Lc Moment y-y Lc Moment z-z Lc k k k k-ft k-ft k-ft M110 _1 max - 1.888 - ' 5- 8.307 ' , 5 .1-32 "5 0 4 0 4 0 ` 4 M111 min .516 4 7.04 4 -.511 4 �0 4 0 4 0- 4 2 max -.367 4 1".782 4 -.02 4 0 5 .662 5 -40.764 4 min _ "=.741- 5 1.362 5 ­ -.078- Z -0 4 --2.574 4 -48.106 5 3- max -.367 '4' -.132 4 . =.02 4" 0' 5 .09 5 -46.781 4 " min,1 -.741: `5 -.552 _ -5 -:078 : 5' 0 _ 4 -2.718 4 -51.06 1 5 4 max -_ -.367 : A, -2.047, ;, 4 ­.02 _ _ _„ ,- 4 '' . ,, 0 , - 5, -:481 5. =38:834 4 min ,'=:.741' ' 5' -2-A67' 5 '' _ -.078 , ` -:5 .. -0_, 4 -2.862 4 -40.05 5 5 max .397 4. -6.978 - 4 .569- 4__ 0 4 0 4 0 4 min -.044 ' 5, --7.077 5' .095 5 0 4 0 4 0: 4" 1 1 max 1.2-19' 4 6.436 4 .064 5 0 4 0 4 1 0 4 min 1.219 5 5.825 5 -.526 4 0 4 0 4 0 4 2 max -,877 5 1.935 4- -.019 4 0 4 .293 5 -32.391 5 min -1.028 4 1.883 5 -.054 5 -.002 5 -2.841 4 -36.282 4 3 max -.877 5 .02 4 -.019 4 0 4 -.1 5 -39.139 5 min -1.028 4 -.032 5 -.054 5 -.002 5 1 -2.977 4 -43.41 4 4 max -.877 5' -1.895 4 -.019, 4 0 4L-�.492 5 -31.923 5 min -1.028 4 -1.947 5 -.054 5 -.002 5 4 -36.573 4max• 1.338 4 -5.734 5 .582 4 0 4 4 0 4min;' .963 5 -6.49 4 .101 5 0 4 1 4 1 0 4 Envelope Member Stresses Member Label Section Axial Shear y-y Shear z-z Bending y-top Bending y-bot Bending z-top Bending z-bot ksi Lc ksi Lc ksi Lc ksi Lc ksi Lc ksi Lc ksi Lc M1 Mk M5 i� 1 max -.225 5 .29 4 .007- 5, 0 4 0 4 0 4 0 4 min --.239 4 .205 5 1 -.005 4 0 4 0 4 0 4 0 4 2 max -.225- 5 283 4 .007 5 .418 4 -.293 5 .097 5 .071 4 min -.239 4 .198 5 -.005 4. .293 5 -.418 4 -.071 4 -.097 5 3 max, -.534 5 .301 -:004 5 .518 4 -.379 5 .085 4 -.055 5 min -.771 4 _ .164 _4 5� -.015 4 .379 5 -.518 4 055 5 -.085 4 4 max -.534 5 .294 4 -.004 -5 .951 4 -.612 5 -.003 5 .111 4 min -.771 4 .157 5 -.015 4 .612 - 5 -.951 4 -.111 4 .003 5 5 max -.717 5 .318 4 -.006 5 1.189 4 -.699 5 0 5 .016 4 min -1.115 4 .134 5 -.008 -4 .699 5 -1.189 4 -.016 4 0 5 1;_ _:max '.:_=:27 _ - :.'5-:- ;336.:_-•.: '_.5 :.:.:009 :. '5-,: .. _ 0- min " -:282 4-_ _ .26.1: = 4..= :._002= ':. -4_ .. =:,0 : - 4 .::.- 0.= 4 0 . 4 0. = .. -4 2 :rnax ==1:1'S2 - ; 4:; ::.247 . " _ 4 =002' = : " 5 :, 1;:222 . :5 , -1.042. 4, :005 5 -:005 4 -: _min ,"=1':'346 , 5". 1242' _.". `5;--:: �.017 , _4 1..042 : 4 =1.222 5- 005 4 . -.005_ 5 3 _ .max:.- ._-1:.6a� - -4-, :422= - 4, 061 : •_, 4_: '. 1.809 ' 4 "-1:79 5 .266 - 5 .221. 4 min -1:718 75 .366 "­5, ' "-.0414 5 1.79 5;' -1.809 4 -.221 4 -.266 5 4 max -.034 4 -.635 5 .036 5 4.002 4 -3.784 5 5.251 4 1.872 5 min -.034. , 5. 1 -.673 4 , , ,7-1, 4, 3.784_. 5 . -4.002 4 1 -1.872 5 -5.251 .4 5 max _-.034',, . -'4 _ ._-.663 - - 5,: _ -.030 5-_ 0 - "- . 4 4. 0• 4 0 4 min =:034 5.: ,.7 .. :. 4. =.1... `4:. 0 4 0 4 0 4 "- 0 - 4 1 max -.319 4 .264 4 .025 5 0 4 0 4 0 4 0 4 min -.393 5 .21 5 .004 4 0 4 0 4 0 4 0 4 2 max -.808 5 .239 4 .017 5 1.046 4 -.731 5 .007 5 .004 4 min -1.1-58 4 .124 5 .017 4 1 .731 5 -1.046 4 -.004 4 -.007 5 3 max min -1.117 -1.672 5 4! ___.421 .314� 4 5� .01 -.036� 5 4._._ _1.799_ 1.215 __5_. 4 -1.215 -1.799 _5 4 1�.102 .115 5 -.102 4 4 115 5 4 max .033 5 -.473 5 .067 '4"" 3.99 4 -2.836 5 -1.836 5 3.531 4 min -.014 4 -.671 4 .035 5 2.836 5 -3.99 4 -3.531 4 1.836 5 5 max .033 5 -.5 5 .067 4 0 4 0 4 0 4 0 4 min -.014 4 -.698 4 .035 5 -0 4 0 4 0 4 0 4 ,1., , max =.2.44.; . ;,.4_ : _ .32'3-, : 5. _,.004: :4', 0; ` - 4 .: 0. 4 :0- ' ; 4_ 0 4 min.`_-'-:301'._' S 284,' 4-. _'.001 " 5 ., 0 4_ 0 4 0_ 4_ 0 4"_- 2:.max. , -:244 4 - :3�'6, _:.:5.=: _:004, ` 4- : '.-.466 5. -:409 4 " 05'1 4 -.014 5 RISA-3D Version 4.5b [C:\RISA\010908-12-18-02.r3d] Page 17 t 1 J' Company Plump Engineering, Inc. December 19, 2002 Designer Richard Plump 8:02 AM Job Number: 010908 J.C. PENNEY Checked By: Envelope Member Stresses, (continued) Member Label Section Axial Shear y-y Shear z-z Bending y-top Bending y-bot Bending z-top Bending z-bot (ksi) I c (kcil 1-r (kcil I r (kcil I r A -A I 11-A I /1,-;% 1- M11 min:, -:3,01` 5,: : .27T. '4., : „001 : 5 , .409: 4 =.466 5- .014 . 5 -:051 4 3 Max - =.756 _4 :29 4 .013 5 .588 ' -5- - -.511 4 -.073 4 .102 5 min- -.839 '5 1 .28 5 .012 _ 4 .511 4 -.588 5 -.102 5 .073 4 4 max -.756 4 1 .283 4 .013 5 -.992- 5 -.928 4 .09 4 -.064 5 min, . -.839- - 5 . 273 54, , ;012', . _ 4 , .:928 .4 -:992 5 .064 5: -.09 4 5 max :-1.094' ; 4-"- : .294 - , A. - 014-" 5 4,142 _ -4 . -1:002 5 :014 4 :001 5 -1-::1�73- = -5_ " ::11. - .- 5 . ,>:007.: , 4 .: 1,:002' : 5 J`:-: 1.142. 4 -.001- 5 -.014_ 4, 1 Max 1.424 4 0 1 4 -.144 4 0 4 0 4 0 4 0 4 min 1.154 5 0 5 -.231 5 0 4 0 4 0 4 0 4 2 max, 1.427 4 0 4 -.144 4 .002 4 .001 5 -1.631 4 2.611 5 min 1.157 5 0 5 -.231 5 -.001 5 -.002 4 -2.611 5 1.631 4 3 max 1.43 4 0 4 -.144 4 .004. 4 .002 5 -3.262 4 5.222 5 min 1 1.16 5 0 5 1 -.231 5 1 -.002 _ 5 -.004 4 1 -5.222 5 1 3.262 4 4 max -min 1.433 -1.163 4 5 0 0 4 5 -.144 -.231 4 5 .007 -.004 4 5 .004 -.007 5 4 -4.894 -7.832 4 5 7.832 4.894v 5 4 5 max 1.436 4 0 4 -.144 4 .009 4 .005 5 -6.525 4 10.443 5 min 1.166 5 0 5 -.231 5 =.005 5 -.009 4-10.443 5 6.525 4 1 : -max;'_ :: f93: -: 5 _ _ ':0_. ::.;5`_: -:231 Q _4 0 . 4 0; _ : 4 rrii6 :..1-1=2 _ ::4-: '=_.' :0: ' :__ . 4:. --_:-:25` '. 4 : - " _0:: -- - 4.-- :, _ 0-- -";:4 0 _ 4 _: 0 4. 2 max =:196_ _ _ : 5, ':. " 0 :: ' _ 5 ' :=.231" , 5 �. _ _=.003' = , 5 ' -0 4', -2:608 5 2:822 . 4' min I ,:115 4 0- 4-­ =.25" ,` 4_­ ; '0 4 -.003 5 -2:822 4 2.608, 5 3,_. max _ -.1:99 5 _=0 5. ;.. _ .231 . � ;' 5 :: 007- _ 5 0_ :- _ - 4 , -5.217 5 5.644 4 min .118 ' 4 -0- 4 -.25 4 0- 4 -.007 5 -5.644 4 5.217 '5 4 -max- .202 5 0 5 -.231- 5 .01 5 -.001 4 1 -7.825 5 8.467 4 min- .121 4. " 0 4' -.25 4 .001 4 -.01 5 1 -8.467 4 7.825 5 5 max .205 5 0 5 -.231 5 .014 5 -.001 4-10.433 5 1 11.289 4 min .124 4 0 4 _25 4 001 4 -.014 5-11.289 4 10.433 5 1 -� =_max min 1.601 1.271 4 5 0 0 5 4 412 .375 4 5 0 0 4 4_- 0 0 4 4 0 0 4 0 4 4 0 4 2 max 1.604 4 0 5- .412 4 0 5 0 4 4.653 4 -4.246 5 min - 1.274 5 0 4 .375 5 0 4 0 5 4.246 5 -4.653 4 3 max 1:607 4 0 5 .412 4 .002 5 0 4 9.307 4 -8.492 5 min- 1.277 5 0 4 .375 5 0 4 -.002 5 8.492 5 -9.307 4 max 1.61 4 0 5 .412 4 .002 5 0 4 13.96 4-12.738 5 -4 min 1.28 1 5 0 4 .375 5 0 4 1 -.002 5 12.738 5 1 -13.96 4 5 -max 1.613 4 .0 5 .412 4 .003 5 0 4 18.613 4-16.984 5 min 1.283 5 0 4 .375 5 0- 4 -.003 5 16.984 5-18.613 1 4 1 " -max :"A06' :- 5_ ` . ° 0'. _- '.4. .253" ;.4' . 0`_. 4' 0 4 " 0. 4 :,mih' :.062..--'4 0" ''' .-:21,9_:_.5=- 0.' .:::4.._ 0 4 0 _ 4 0 4 2 : max _ A 09:.' `, 5- - - 0:_ 4" .253, 4' Q. 4., 003 5. 2.864' 4 -2:476 5 mi'n.' ;065:: , ,4; ; , _ 0 = :5 4 - .21�9 . 5.. =..003 5 0 4 2.476 5 -2.864 4 3 max :' -..112 _-5- : 0.: - - , - "4 - - _:253-_ ._ - 4 0:'_ - 4 007 _ 5-- 5.728 4 =4.951 min '.068 4 0 5 .219 , - 5 --.00.7 _5 0- '4 4.951 5 -5.728 4 4, max .115 5 0 4 .253 4 -:001 4 .01 5 8.592 4 -7.427 5 min .071 -4 10 5 -' - -.219 5 -.01' 5' .001, 4 7.427 5 -8.592 4 5 max , :1;18 '5 Q 4 _.253 4 -.001 4. _ .014 5 11.456 4. - 4902 5 min -.074 4 1 0 -5 .21-9 5 . -.014 5 1 .001 4 9.902 5 -11.456 4 1 max 2.621 5 .011 4 0 4- 0 4 0 4 0 4 0 4 min .736 - 4 .011: ;. 5 0 _47 t 0 4 0 4 0 4 0 4 2 _ max min 2.618 .733 5 4 .006e .006 4 T5 1-� 0 0� 4 4 .114 T.114� 4 5` -.081 `-.081, 5 L 4 _.1_45 .145 ~ 4 -.12 5 5^ -.12 4 3 max 2.615 5 0 4 0 4 .152 4 -.108 5 .194 4 -.16 5 min _ .73 4 0 4 0 4 .1-52 5 -.108 4 .194 5 -.16 4 4 max 2.612 5 -.006 4 0 4_ .114 4 -.081 5 .145 4 -.12 5 min .727 4 -.006 5 0-� 4 .114 5 -.081 4 .145 5 -.12 4 5 max 2.609 5 -.011 4- 0 4 0 4 0 4 0 4 0 4 min .724 4 -.011 1 5 1 0- 4 0 4 0' 4 1 0 1 4 1 0 4 RISA-3D Version 4.5b [C:\RISA\010908-12-1$-02.r3d] Page 18 x Corhpany Plump Engineering, Inc. December 19, 2002 Designer Richard Plump 8:02 AM Job Number: 010908 J.C. PENNEY Checked By: Envelope Member_ Stresses, (continued) Member Label Section Axial Shear y-y Shear z-z Bending y-top Bending y-bot Bending z-top Bending z-bot (kcil I r (kcil I r (kcil I r (kcil I r (kcil I r (kci) I r (kci) I r 'M12 - Mt14: I- M15 M 1-6' f M17-- - 4 'Yrriax`' :256 ''_5:' 01'1:' 4: 0 _„ 4'`.. - .;0' -4'., p 4 '0- ,4_ _ ,;0 4„. min 1 -.578 4 ':011 4 0. -. 4- 0 4 0 4 0 4 0- .- 4 2 max .253- 5 .006 4 0- 4 .114 4 -.081 4 .145 4 -.12 4" min -:581 4, .00.6" 4 O. .4 .114 4 -.081 4 .145 4 -.12 4 3 max :25 ' . 5 0 4 j _ 0. 4 .152 - 4 -.108 4 .194 4 -.16 4 min -:584 - ; _"4: _0 _ 4 - -0 _ 4, ": -.152 ` 4 ". -.108. 4 .194 - 4, - -.16 4 4 `max 1 .247 '5 -.006 4 0 4, " .114 : 4 -.081 4" .145 4 -:12 4 min 1 -.587 4- -.006 4 0 -4 .114 4 - -.081 4 .145 4 -.12 4, -5- max . .244_ -1-5 _ -:01:1 4 0 4. , - 0'_. _ 41 0: - 4 0 4 0 4 min 1 -.59 -4 � -.011 4 0- 4 0 4 0 4 0 4 0' 4 1 max 1 .609 4 .011 4 0 4 0 4 1 0 4 1 0 4 1 0 4 min -.134 5 011 4 0 4 0 4 0 4 0 4 0 4 -2 max .606 4 .006 4 0 4 .114 4 -.081 4 .145 4 -.12 4 min -.137 5 .006 4 1 0 4 .114 4 -.081 _ 4 .145 4 -.12 4 3 max .603 4 0 4 0 4 .152 4 -.108 4 .194 4 -.16 4 min 1 -.14 5 0 4 0 4 .152 4 -.108 4 .194 4 -.16 4 4 max .6 4 -.006 4 0 4 .114 4 -.081 4 .145 4 -.12 4 min -.142 5 1 -.006 4 0 4 .114 4 -.081 4 1 .145 4 -.12 4 5 max .597 4 -.011 4 0 4 0 4 0 4 0 4 0 4 min; -.145 - 5 -.011 4 0 4 0- 4 0 4 0 4 0 4 1. mak': 2;126.' _'4=_ _".Q11: :4 ;0' 4_' 0"_ 0 - 4 -0": 4 0' 4: 0 "._ 4: mir�. 1:98$ 5 ,. ,:01'1..'' '5.: :"-0: ='_ ''4:.' �. ,. 4 " 0 4 0 4 0_ . 4 2 max 1 2.123 4 .006 4 0 4- .1,14, 4 -.081 5 .145 4 -.12 " 5 _ .min 1 1.985,: 5 : " ,.006' . .5' = ;0. ', `, -4 : _.114 : _5- .-.081-4 .145- 5 -.12 - , 4 3 max 1 2.12 - 4 1, 0 4 0 '4 .. ' .152 4'- -.108 5 1 .194 4 -A 6 5 min 1.982 .5- 0 4 0 4 .152.- 5 1 -.108 4 1 .194 5 -.16 4 4 _ max - 2.11.-7 - 4 ' -'.006 '4 0. 4` " .1'14 4 -.081 5 .145 4 -.12 5 min 1.979 5 -.006 5 0 4 .114 5 -.081 4 .145 5 -.12 4 5 max 2,114 4 -.011 4 0 4 0 4- 0 4 0 4 0 4 min 1.976 5. -.011 .5 0 4 0 -4 0 4 0 4 0 4 1 max 2.259 4 .011- 4 0 -4 0 4 0 4 0 4 0 4 min 1.711 5 1 .011 4 0 4 0 4- 0 4 1 0 4 0 4 2 max 2.256 4 1 .006 4 0 4 .114 4 -.081 4 .145 4 -.12 4 min 1.708 5 1 .006 4 0 4 .114 4 1 -.081 4 .145 4 -.12 4 3 max 2.253 4 1 0 4 0 4 .152 4 -.108 4 .194 4 -.16 4 min 1.705 5 1 0 4 0 4 .152 4 -.108 4 .194 4 -.16 4 4 max 1 2.25 4 -.006 4 0 4 .114 4 -.081 4 .145 4 -.12 4 min 1.702 5 -.006 4 0 4 .114 4 -.081 4 1 .145 4 -.12 4 5- max 1 2.247 4 -.011 4 0 4 0 4 0 4 0 4 0 4 min - 1.699 . 5 -.011- 4 0 4 0 4 0 4 0 4 0 4 1- _-.max .. 011:,".: 4'__ 0. `'::4`:-:' 0 - ,4_ 0 .. - 4 0 _ 4 "' ` 0 4 min - _ :.1-9" ' 5 _ :011. 4 ' _, „0` . _ 4... :_ G .4: , 0 4 0 4 0 4 2 "- ,max' ,- ..716 4": :.006 : -4 '0 ''-4 ' .'114 4- -.081 4 .145 :. 4 -:12 ". 4'- min- = .1;.87 '=.=5., � .006 :,' .'4 . ; '..' 0' . ,,:'.4: 114- --A, -.:081: 4 .145 4 _ _=.12 .4 ,. 3 max' '.713 4 0 4,' 0 4 '.152 A �.108 4- .194 4 -.16 4' min _.184 5 0 4 0 4 .152. 4 -.108- 4 .194 4 -.16 4 4 max .71 . 4 -.006 4 0' 4 .114 4 -.081 4 .145 4 -.12 4 min .181 5 -.006 4 0 4 .114 4 -..081 4 .145 4 -.12 4 5_" max .707 4 -.011 4 0 4' 0 4 0 4 0 4 0 4 min .178 5 -.011 4 -µ- ��� - 4 �,. C -- , 4 0 4 0 4 0 4 -� _. man -, ..._.-693 - - . 4 . _-011-- .011. " 4--- 4 �----- 0- 4; . -"---- 4 0 ---------------__-- 0 4 4 0 0 4 4 0 -- ----- 0 4_ 0 4 4 0 4 2 max_ min _ -.203 -.696 5 4__,_ .006 4 4 _ 0 0 - 4 4 .114 ^.114 4__-.081 _4 .145 4 -.12 4 .006 4� -.081 4~-�.145 4 -.12 4 3--max -.206 5 0 4 0 4 .152 4 -.108 4 .194 4 -.16 4 min 1 -.699 4 0 4 0 4 .152 4 -.108 1 4 1 .194 4 -.16 4 4 max- -.209 5 -.006 4 0 4 .114 4 1 -.081 1 4 1 .145 4 -.12 4 RISA-3D Version 4.5b [0:\RISA\010908-12-18-02.r3d] Page 19 Company Plump Engineering, Inc. December 19, 2002 Designer Richard Plump 8:02 AM Job Number : 010908 J.C. PENNEY Checked By: Envelope Member Stresses, (continued) Member Label Section Axial Shear y-y Shear z-z Bending y-top Bending y-bot Bending z-top Bending z-bot (ksi) Lc NO Lc (ksh Lc (ksil I o rkci) I c tkci� I t4.;N min-1 4 1 -.006 4 1 0 -4 1 .114 4 =)081 4 .145 4 1 -.12 4 5 max min _-.212 -.705 5 4 _-.011 _ -.011 - 4 4 0� . 0 4 4 _ 0 _ 0 4 4_ 0 _ 0 4___0� 4 0 �__q 4 _4 4 0 4 M2-1 - 1 1 -max. .02': 4 - -,279 , 4' _.,.Q68 -4, .2.507_ ,. -5' -1.709' 4 =1,.8,48 5 3:557 4 Min' ' -.012 ` 5 =:416 5': � .035. - "5 1:.709 � ;4 -2.507 5 -3.557 4 1.848 5 2 -max-, .02 4 -,286-- 4 :068 - -4 1:895 5 -1.297 4 -1.386 5 2.668 4 min -.012 5 -.423 - 5 .035 5 1 1.297. 4 -1.895 5 -2.668 4 1.386 5 3 - max: - .02, 4, -.293 4 ; -,: Q68 "", i --4 : 1.274" ,, ,5, ., _ -.874 • - '4 -.924 5 -1.778'- ' 4' min =.012 : -5- =:43 ` - 5- :03:5 -' 15J ' _-:874�, 4 :_ =1:274 5 -1.778 _ 4. -.924 _ 51- 4 max:. ;:02 4: _ - =.3 _ ',` , 4 :::068�; ' " 4.. -:::642 : ` , 5 . ' -.442 4 -:462 _ , . 5 889 : 4-: min : =.012' °-::5 '::=:437 :. 5:_ ::..Q35.__ -` _5:' _ :442 :: 4 -.642 5 :: -:889_ 4 462 5 5 max.. 02" _.:.4 .:- =.307- - :.4'-'' .:068 ..: _4,_ „'0 : ,' �4.1 0. , _ 4 '0 .. 4._ :0' 4 min:. -...012 S :=._444 -_ : 5 _. :035.' -5_: -, 0 ___ -:,4 0 4 0 4 0 4. M22 1 max 1 028 4 -.197 5 1 .036 5 1,.559 4 -1.23 5 5.278 4 1.86 5 min 1 .014 5 -.254 4 1 -.101 4_1 1.23 5 -1.559 4 -1.86 5 -5.278 4 2 max .028 4 -.204 5 .036 5 1.184 4 -.937 5 3.959 4 1.395 5 min I• .014 5 -.261 4- -.101 4 .937 5 -1.184 4 -1.395 5 -3.959 4 3 max .028 4 -.211 5 .036 -5 .799 - 4 -.635 5 2.639 4 .93 5' min' .014 5' -.267 4 -.101 4 .635 5 -.799 4 -.93 5 -2.639 4 4 max .028 4 -.218 5 .036 5 .405 4 -.322 5 1.32 4 .465 5 min 1 .014 5 -.274 -4 1 -.101 4 1 .322 5 -.405 4 1 -.465 5 -1.32 4 5 max .028 4 -.225 5 :036 5 0 4 0 4 0 4 0 4 min .014 5 -.281 4 -.101 4. 0 4 0 4 0 4 0 4 M23 1 max -1.125' 5.. .214 5 .014- 5 1..142_ _ 4 " -1.002 5 0 4 .004 5 min- --1:206 4- '.032 - 4 .007 4 1.002 '5 -1.142 4 -.004 5 0 4 2_ -max min -1.3 - --1.316 " 5 4 :06 --.037 5 4 .023 ---.013 -- 5 4 1.227 �1.205 5 4 - -1.205 -1.227 4 5 .114 _ . _065 5 4 -.065 -.114 4 5 3 max -1.305 4 .168 5 1 .039 5 1.332 5 -1.312 4 -.524 4 .548 1 5 min. =1.326, . 5 ..114_. -4- . .024. --4, ,1312 . 4. 4.332 5 -.548 5 .524 4 4 max= - . ,135_ - 4' _ - . =.336 ; 5 :065 :.: 4 3:506- 5 -3.26 4 -2.776 5 5.325 4 min -.039.- 5_L�%539 : 4 035_'..: 5 .: -3.26- . ' 4:. -3.506.: -5 -5.325 '-4 2.776 - 5 5 max .135 ' 4. 5 :068- � • 4 2.507- -5: 4.709- 4 -1.852 5 3:546 4 ruin' -.D39` 5 _.4. -.,035- - •5 -.1..709-' 4 .-2:507- "-,5 - -3.546 4 -A.852-. 5 M24 1 I max i -.756 5 .038 5 1 -.006 5 1.189 .699 5 .006 5 .002 4 min -1.249 4 .006 4 -.008 4 .1 9 .189 4 -.002 4 -.006 5 2 max =.822 5 .025 4 -.011 5 1.216 ±4-.752 5 -.052 5 .071 4 min -1.34 4 .024 5 -.014 4 .752 .216 4 -.071 4 .052 5 3 max -.825 5 - .098 4 -.025. 4 1.305 1 4 -.825 .85 5 -.422 4 min . -1.309 4 1 .07 5 -.097 5 .825 5 -1.305 _5 4 .422 4 -.85 5 4 max .164 4 1 ' -.259 5. .036 5 3.177 4 -2.005 5 7.905 4 2.787 5 min .049 5 1 -.548 4 1 -.101 4 2.005 5 -3.177 4 -2.787 5 -7.905 4 5 max .164 4 -.273 5 .036 5 1.559 4 -1.23 5 5.265 4 1.857 5 min .049 5 -.562 4 -.101 4 1.23 _ -5 -1.559 4 -1.857 5 -5.265 1 4 M20 1-. max -:049 ,..5 .296 4 .075' .: 4 '_ 7.107 5, .186 4 .218- 5'- 1.275' 4. min 1 =.189 4 .114 5- -:D12 -5 -.186 4 .107 5 -1.275 4 -.218 5 2 max -min - .142 5 .744 5 -.014 4 W5 1.199 4 -.339 5 -.063 4 .113 5 -.898 4 .437 4 -.026 .339 5 -1.199. 4 -.113 5 .063 4 3 max .377 5 .56,1 5. .132 .5 _. 6.333 4 -5.032 5 -.025 5 2.102 4 min. .255 4_ .068 4 .038,. 4 ,5.032 5 -6.333 4 -2.102 4 .025 5 4 . .,max ' .-1'.1'7 4 ; -:28:. 5 _1:01,7'"', . 4 1.5,17:. 5:: -1.39-4. - 4 =:015 5 .102 - _ -, min: ° _=1:307 5: ' =.296 _ ' ':4 .00:1 :... 5 :: 1:394. - :4.. =_ 1.517 5 -.102 . 4 015: 5 5- maxi =:162',;::;4`- _ ;;-.W2. "" 4' -" =:027" °' 5 -.218 - 5:,, 268 4 -.346' 5 1.318 4 min _' >=:279 :: 5 • -.391 _ : - 5. ' -:076. _ . 4 ... =.268 _4 . ..218 51 =1.3.18 4 . .346 • 5 M21A -1 max A07 5 -.101 5 -.034 5 .002 1 5 1 0 4 1 5.402 4 -1.032 5 min .065 4 -.209 4 -.069 4 0 4 -.002 5 1.032 5 4 2 max .495 4 .744 -4 -.034 5 -.115 5 .626 4 1259 4 E-5.402 08 5 min .432, 5 .611 _ 5 -.069 4 -.626 4 115 5 -1.008 5 -1.259 4 RISA-3D Version 4.5b [C:\RISA\010908-12-1-8=02.r3d] ':: Page 20 Company Plump Engineering, Inc. December 19, 2002 Designer Richard Plump 8:02 AM Job Number: 010908 J.C. PENNEY Checked By: Envelope Member Stresses, (continued) Member Label Section Axial Shear y-y Shearz-z Bending y-top Bending y-bot Bending z-top Bending z-bot (ksi) Lc (ksi) Lc (ksi) Lc (ksi) Lc (ksi) Lc (ksi) Lc (ksi) Lc M25 M110 - M111 3 max .454 4 .012 4-' -.051 5 .1 1.461 I-4 -1.228 5 .134 4 .007 5 .447 5 -.083 - 5 .015 4 1.228 _ 5 -1.461 4 -.007. 5 -.134 4 fmin 4_-max .482 4 -.615 5 - .05 4 -.461 - 4 .797 5 1.89 4 -1.102 5 min - .461 5 -.718 4 -.029 5 -.797 5 461 4 1.102 5 -1.89 4 5 max .083 5 .219 5 .05 4 0 4 0 5 4.898 4 .67 5 min .077 4 1 .177 4- -.029 5 0 5 0 4 -.67 5 -4.898 1 4 1 max -.196 5 A48 4 -.077 5 .013 5 .001 4 1.798 4 -1.071 5 min - -.249 4 .106- 5 -.127-� 4 -.001 4 .013 5 1.071 5 -1.798 4 2,- . Max--_ -.27_ 5-_ .__,137 __ . 4 -:077-_ , -5, __,.-335_ --. --4 . -:251. 5 -.554 - , 5 _901 .-4 , min- =.371:.' 4' 095.;'. `5 . �:127 _ ' _ 251, _ _'5- '.335 4- -.901 4 554 5 3. 'Max - -.27 , ' ,,-5-- -.066 -':; 5 378 4. -:272 5 - -.158` 5 .237 4 min. - - -.371 . ; 4._ -.083 ' , .4. ; ' ,=.016 :' ..4 _ -" :272 _ , 5-' =:378 4 -.237 4 _.158 5.1 4 max .,=:226':, 5-' : -.107 -' 5=; -_-.Q73>-__ .5 : =_.276s_ _.4 . -.1-85_ 5: _ .808_ 4- ..7.569.' ..-_ 5.'.: -.151 _-- _ 4:: =.112.` 4 _ -A85- 5 =-.276, 4-. 569 - 5. -:808 4- 5 max ,'=:,079 -5 7.118- , 5 =:073 ­f' 5 -.08 _5' .093 4 -.986 5 1.564 4 - _ _min -.14- -4 1 -162_ :_.4- -.112.,_'_4 -7.093 4.. .08_ 5 -1.564 4 .986 5 1 max -.077 5 1 .159 4 .145 4- -.085 4 1 .106 5 .049 5 2.091 4 min -.148 - 4 1 .136 5 .011 5 -.106 5 .0-85 4 -2.091 4 -.049 5 2 max _ -.238 5 .148 4 .14-5 4 277 4 -:202 5 .985 4 -.291 5 mini -.3.32 4 .125 -_5 .02 - 5- .202 5 -.277 4 .291 5 -.985 4 3 ma -.284 5 .082 4 .02 5 .379 4- -.283 5 -.221 5 .255 4 min -.373 4- .071 5 .016 4 .283 5 -.379 4 -.255 4 .221 5 4_ max -.284 5 -.082 5 .163 4- .337 4 -.248 5 -.364 5 1.098 4 min -.373 4. 1 -.141 4 .024 5 .248 5 -.337 4 1 -1.098 4 .364 5 5 max -.222 5 -.093 ^-.152 5 .163 4 _.041_ 5 .009 4 2.352 4 -.155 5 min 1 -.245 4 4 .024 F1 409 4 - 041 5 .155 5 -2.352 4 1 max min .183 .05 5 4 1.877 __5 1.591 4 .031 -.12 5 4 0 OW__._-_ 4 40 0 4 ._4� 0 -��0- 4' 0 4 �4 0 4 2_ max- -.036 :_4. .403 4: _ -.Q05 -_ 4._ -10.017 .5 , . -8.489 4 1.559. ' 5- „ 6.056 4. min' , -=t072 5" : `.308 5`. =:018' ' 'S ',8.489 4 : �10;017 - 5 -6.056 A " -1.559 ; 5-: 3 max, .036 .' ,4. -.03 4; - ,=.005 `4 10:633 5, -9,.742 ;. 4_ .213. `5, : 6:3,95, .4. min. .--:.072_-,-5- -.125'.'' �5=`_ '.=:0,1'8.':a .5; '"9.742.4 -1.0.633' 5 =6.395: 4_'' �.213,::-5. 4_' ,m'ax, `-.036 ,' '4- : -.463 _ _ : ° 4= _ =:-005 _ . 4 5 ; -8:087 _ _4 . -1.133 '- . ,5: 6:733. . 4' -5; : _-:,558 - _.. 5-_j_ -:018 ' _ 5..- 8,087 4': _ 78:34 5 -6.733 4 1.133 . 5- -5 max. 039 :, 4'_ =1.577 , 4, 13,4. _ -4 ` 0 . 4 : " 0 4 0 4 0 4" _ min -.004=_ .-5 _ A.59R__ 5-= : .022. _. 5. 1 G 4 1 0 4 .. 0 4 0 _ 4- 1 max .118 4 1.455 4 .01-5 5 0 4 0 1 4 0 1 4 0 1 4 min .118 5 1.316 5 -.124 4 0 4 0 1 4 0 1 4 0 4 2 max -.085 5 .437 4 --.004 4 7.555 4 -6.745 5 .689 5 6.685 4 min -.1 4 .425 5 -.013 5 6.745 5 -7.555 4 -6.685 4 -.689 5 3 max -.085 5 .005 4 -.004 4 9.039 4 -8.15 5 -.235 5 7.005 4 min -.1 4. -.007 5 -.013 5 8.15 5 1 -9.039 4 -7.005 4 1 .235 5 4 max -.085 5 -.428 4 -.004 4 7.616 4 -6.647 5 -1.159 5 7.325 4 min- - -.1 4 -.44 5 -.013 5-, 6.647 5 -7.616 4 -7.325 4 1.159 5 5 max .13 4_ -1.296 5 .137 4 0 4 0 4 0 4 0 4 min .094 5- }-1.467 4� .024 1 5 1 0 4 0 4 0 4 0 4 Envelope Member Deflections - Member Label Section x-Translate Lc y-Translate Lc z-Translate Lc x-Rotate Lc (n) Uy Ratio Lc (n) Uz Ratio Lc in in - in -- ', radians M1 1 max .782 4 -.348 4 -.04 5 1.769e-3 4 NC NC min .017 5 -.374 5 -.073 4 1.615e-3 5 NC NC 2 max .783 4 -:353 4 -.033 5 1.715e-3 4 NC NC min _ .017 5 -.373 5 7-.082 4 1.637e-3 5 NC 4664.411 4 3 max .783 4 -.358 4 --.026 5 1.674e-3 4 NC NC min 1 .017 1 5 -.372 1 -5 1 -.091 4 1.65e-3 5 NC 2320.273 1 4 14 max .783 1, 4 1 -.362 1 4 1 -.018 5 1.65e-3 4 NC NC RISA-3D Version 4.5b [C:\RISA\010908-12-18=02.r3d] Page 21 J (L . J Company Plump Engineering, Inc. December 19, 2002 Designer Richard Plump 8:02 AM Job Number: 010908 J.C: PENNEY Checked By: Envelope Member Deflections, (continued) Member Label Section x-Translate Lc y-Translate Lc z-Translate Lc x-Rotate Lc (n) L/y Ratio Lc (n) Uz Ratio Lc (in) (inl (inl (rarlinncl M5 M7 M9 min .017 5 -.37 5 -.1 4 1.648e-3 5 NC 1547.813 4 5 max .783 4 -.366 4 -.011 5 1.708e-3 4 NC NC min .017 5 -.368 5 -.109 4 1.663e-3 5 NC _ 1159.029 4 1 -max .844 4 _ -.462 4 -.038 5 1.268e-3 4 NC NC min -.031- 5 -.475 �5 -.071 mm4 1.05e-3� 5 NC NC 2 max .845- _, 4 :. -,467 '..4 .. -:008.. - 5 1:313e-3 4 4613.939 4 8784.171 5_- min' 03_- -A69 .- .' _5 _ � �•-JOT _ -A 1:27e-3 5 4538.0'35- .5 3119.101'. 4: 3 =max . - .847_ _ 4- -- -.448 - 5 _ .021_...: • ; 5 1.301 a-3' 5 2844.425' 5 4365.355 ' 5 - = .'min _ �. �=.028 ::. , .,5- 4- -:143 . ; 4: , . 1.249e-3 4 2800.163, 4 - 1557.4T 4 4 t:max - :848 -. ' 4', I=:39.7 5 -.:037 5 _ ' 8.879e-4' 5 3289.861 5 3837.208 5 min =.027._ 5"_ -.422 4: -.14 4 8.531.e=4 4 3182.41 4 1 1373.626 4 5 max" .848 -- 'A °: - -:303' ,,'5, .0014.� -• 5, . 2.96e-4. 4 NC 'NC min _- =.027 5._; -.'33.8_ 4_ -0-, -4_ 2:08e-4 5 NC NC. 1 max .847 4-- -.461 4 -.039 5 -9.575e-4 5 NC NC min -.021 5 -.467. 5 -.071 4 -1.259e-3 4 NC 2405.04 4 2 max .848- 4 -.45 5 -.01 5-6.966e-4 5 6618.017 5 9452.473 5 min -.02 5 -.466 4 -.018 4 -1.277e-3 4 4622.331 4 NC 3 max .85 4 -.424 " 5 .036 4-6.069e-4 5 14024.702 5 4491.101 4 min . -.019 5 -.459 4 1 .019 5 -1.212e-3 4 2808.681 4 14564.259 5 4 max. ' .851- 4 -.378 5 .063 4-4.414e-4 5 4540.65 5 2599.096 4 min, -.018 5 -.422 4 .035 5-8.306e-4 4 3192.051 4 3981.665 5 5 -max .851 4 . -.299 5 .003 5 -2.781 e-4 5 NC NC min -.018 5 1 -.338 4 -.001 4 -2.83e-4 1 4 NC NC 1 max .758, 4 -.351 4 -.038 5-1.073e-3 5 NC 1424.269 5 min -.072 5 -.394 5 , _ -.07 4 -1.695e-3 4 NC 782.681 4 2 - max. .758-- 4 -.356 , -4 -.031 5 -1.051 a-3- 5 NC - 1905.117 5 min 1 -.072 5' -.394 - 5 -.056 ' 4 =1.652e-3 4 NC 1042,792 4 3 max .758 4 -.361 4. -.023 - 5 -1.031 e-3- 5 NC 2875.512 5 min =.071 5 =.395. 5 _= --.043- 4 -1.619e-3 4 NC 1565.52 4 ' 4 -max- _ :758 4' .1_ .,-.365 4: . ' =:016 5 -1.012e-3 5 NC 5760,214 : 5 min- -.071--- - 5 - _'=.395 5=: -- =..029 4 -1.599e-3 4 NC 3124.798 4 5 max .759 : 4 - -.368.. 4- -.009 :. 5 -1.004e-3_ 5 NC NC mini:. = :_--:07.1:. -� . 5 ' '; :-.394 ' • :: 5 . '.. -:016 ":.4 .-1.657e-3.� 4 NC .- NC 1 -max .394 5 1 .072 5 .07 4 1.424e-3 1 4 NC NC min .351 4 -.758 4 .038 5 6.898e-4 5 1 NC NC 2 max .393 5 .072 5 .061 4 2.846e-3 4 NC 4740.789 4 min .351 4 -.753 4 .043 5 4.39e-4 5 NC 2962.083 5 3 max , .393 5 .072- 5 .049 4 4.268e-3 4 NC 2962.993 4 min .35 4 -.748 4 .042 5 1.881 e-4 5 NC 1851.302 5 4 max .392 5 .072 5 .03 4 5.69e-3 4 NC 3386.278 4 min .35 4 -.743 4 .029- 5 -6.269e-5 1 5 NC 12115.773 5 5 Max .392 5 .072 5 0 4 7.112e-3 4 NC NC min .349 4 -.738 4 0 5-3.135e-4 5 NC NC 1 - Max .32 ., 4- .068 5- .002 4 3.378e-3 4 675.636 5 NC min .286 5 -.761 4 -.002 5 8.24e-4 5 NC NC 2 max :_ ..32_ .-- 4_ . ;: ___ Q52 -5; " .._.017 - -4- 4.482e-3 - 4 901.214 _ 5 2740.18 4 _ -min-. 286:: : , 5 -.77:. 4. = 01.3 -5 :6.729e-4 - 5 - NC 2964:88 - 5 3' -_max. .32: 4 = .037. ' " 5 '.02'5' 4 ' 5;586e-3 4 1352.59 5 1712.612 4 min ..286 _ - 5: -.779 4 .021 5 5.218e-4 5 NC 1853.'05 5 4 max. , ...32 : 4': - .,..02:1' : 5_ 022 . ;; 4 ;. 6::.69e-3 4 2707.161 5 1957:271 ' 4 -min .286 -5 =:787 '4 ` .01f9 5 3.707e-4 5 NC 2117.771 5 5 max .32 .4, .006. 5 0 5 7.794e-3 4 NC NC -min .::.286 - 5 -.796 . :. 4_ - 0 _ -4 2.196e-4 5 NC NC 1 max .374 5' -.017 5- .073 4 6.994e-4 5 NC 578.143 4 min .348 4 -.782 4 .04 -5 1--1.024e-3 4 1981.567 4 1048.934 5 2 'Max .374 5 -.018. 5 .029 4 5,.649e-4 1 5 NC 1437.737 4 1. min .348 4 -.777 4 .007 5-2.555e-3 1 4 2642.27 1 4 16025.316 5 RISA-3D Version 4.5b [C:\RI8A\010908-12-18-02.r3d] Page 22 4 i (r . ) Company Plump Engineering, Inc. December 19, 2002 Designer Richard Plump- 8:02 AM Job Number: 010908 J.C. PENNEY Checked By: Envelope Member Deflections, (continued) Member Label Section x-Translate Lc y-Translate Lc z-Translate Lc x-Rotate Lc (n) Uy Ratio Lc (n) Uz Ratio Lc (in) (in) (in) (radians) M10 M11 M.12 _ M13 :'M14 - M15 3 max .373 5 -.019 5 -.004 4 4.303e-4 5 NC NC min .347 - 4 -.772 4 =.017 5 -4.086e-3 4 3963.785 4 2488.812 5 4 max .373 5 -.02 5 -.017 4 2.9586-4 5 NC 2439.091 4 min .347 4 -.767 - 4 -.022 5 -5.617e-3 4 7928.547 4 1885.632 5 5 max min .372 .346 5 4 -.021 -.761 5 4 0 0 4 5-7.148e-3 1.613e-4 5 4 NC 1 NC NC I NC 1 max :32.1 4' -:019 51. .0 -4, T 6,265e-4 5, - NC, NC min - '.2$5' - '. ' . 5,,' .-7.:786' 4-:. - =:Q04: 5 :-2.955e-3_ 4 . _ . NC -NC 2- ,°.max ° :321'- . -4' = 029�. _� :- 5 : -_-.Q15,.: 4-' -� 3:93964.4 5.-"4098.661 5- 2700.215 4 - .min %285,,- ,';_,5 :-:7-94- ._"4 � :'::`-:016- .:. .5 `_ -4�173e�3 4: 5099.487 4 _ 3123.832 -_5 3` maX .:=:,.-321' � 1- 4 ; -:039'.-1 - 5--, . °-,023- x 5 : ,-1; 612e-4 5 2048.574 5, ,1952.395 5 min :285;.. ' S -.802 4 , - --025 4':_ ,--5.3,9e-3 4 2549.63 4 .1687.634 4 4 max I .32 . '4 _' _'. '-.05_ 5-. -.02_ 5-'_ =7:145e-5'. 5_ 1364.876 5'' 2231;308 5 1: min 285, = : `::5 .° �.81 :4 _" - _ _022. � - 4; -6:608e:=3 :.4;-. ':1699.627 . 4 1928':725 4 .32-,. .4.=_,. `: =:06 5;,' .:: _:,0 ,4 : =3 041e-4 . 5 1,022.776 5 NC ' miri' 285-,.- 5. -:819_'_ ..4: 0- _ - 5- . -7.826e-3 4 1274.588. 4 NC . 1 max -.247 _ 4 -.247 4 .738 4 2.231e-4 5 NC NC min I -.277 5 -.277 5 1 -.072 5 -4.691e-3 4 NC NC 2 max. ;. -.247 4 -.273 4 .756 4 1.539e-5 5 NC NC min, ' _ -.279 5 -.293 5 -.064 5 -3.706e-3 4 NC NC 3 max -.248 4 -.298 4 .775 4 -1.923e-4 5 NC NC min -.28 5 -.308 5 -.056 5 -2.721e-3 4 NC NC 4 max -.248 4 -.323 5 -.794 4 -4.e-4 5 NC NC min -.281 5 -.323 4 -.049 5 -1.736e-3 4 _ NC� _ NC 5 max min -.248 1 -.283 4 5 -.337 -.348 5 4 .813 -.041 4 5 -6.077e-4 1 -7.503e-4 5 4 NC NC NC NC - 1 max _ 275' 4: %, -:226' --5 °_ ,� 0 =' 5 -2.481 e-3 S NC NC min -.328... 5.- -.768 4 0. 4 -7.484e-3 4 NC NC 2: Max .275. ' . 4 - -:228 ` _ 5 = 002 : � 5 ', -2:16e=3 5. NC NC - min : ..--;328:.: - -,5,_:.: -.776_ . `4 . _ .--,004 _. _ 4,-, .-6.,132e-3 ' 4. NC NC 3 . - :max: ':.::275. - _ ;4;: ::: :229 :: _ 5 _, :..--004-, 5 -1:84e-3 5 . NC NC . min-1-- -:328-. , .' .5' . =.78`4 ` : 4-- :. -:OQ8 ', ' 4 -=4:78e-3 4 NC - NC ;may=._ ':276 4' _ '_' -:229... 5:,--. -:006 _ _ : & 4.51.964 5 - .. NC NC' -min - . -.32& ..,:5 = _ _�.7R,: 4: ° -:012,' 4 _ _-3.4286-3 4- NC NC 5 max .276 - 4: .' -:228 , : 5 ; _ -:009 - . - 5 ' -1:199e-3 5 - NC NC in. =:328:. 5. -:797. - _ --4___ _=.016=_ -4_: _-2.077e-3. -4 . .. NC NC . 1 max 1 -.198 5 .337 4 0 5 1.864e-3 1 5 1162.189 4 1 NC min -.789 4 -.206 5 0 4-3.255e-3 4 NC NC 2 max -.198 5 .323 4 -.009 5 1.538e-3 5 1585.699 4 NC min -.789 4 -.229 5. -.016 4 -2.204e-3 4 NC NC 3 max -.198 _ 5 .31 4 -.018 5 1.212e-3 5 2441.438 4 NC min -.79 4 -.251 5 -.032 4 -1.154e-3 4 NC NC 4 -max -.198 5 .298 4 -.026 5 8.865e-4 5 4989.674 4 NC a min 1 -.79 4_ -.273 5 .-.048 4 -1.035e-4 4 NC NC 5 max min -.198 -.79 ­ 5 4 .286 -.294 4 5 -.035 -.064 5 -4 9.47e-4 5.606e-4 4 5 NC NC - _NC _ NC 1 :max: =:203` . � 5 -:202�: :'5.; - .796 . " 4 ' =1.:199e-3: 5 NC NC. :min: :=:226 4:. =.226. 4:. -.006 - '5 =6.105e-3 4 NC NC- 2 -,max ._ _ =:204 5 '-.203. 5 .807 4 -1..288e-3 - 5 _ NC _ NC mina =.227 4-- :.229 4 -.01-Z 5 -6.1.39e-3 4 NC. NC 3 =max -.205 5 -.204. 5 .. ..81,9 -`- 4 -1:377e-3 5 NC NC min . - -.228 4 -.231 4 1 -.018 -5 -6.173e-3-1 4 NC NC 4- :max :--.206, : ,5 -.204 '.5 83 4 -.-1AQiSe-3 5 NC NC_ - mini =.23 ' ' 4 : -.232 ' 4. `:025. 5. - -6:206e=3.. 4 NC NC .. 5; '.max, -.207 5, , : -.203 �- 5 ` .841 ' '. A .554e-3, : 5 NC --,-NC-. min ` ,:: -:231_ .:. W4 __ :.-.233'._ _ 4:_ _-:031., . ' .5 '....-6:24e-3 -..'4 NC . _ -- NC' 1 max -.202' 5 -.201 5 -.06 5 I 6.089e-3 4 1 NC 1 1 800.04 5 RISA-3D Version 4.5b [C:\RISA\010908-12-18-02.r3d] Page 23 y 4 (" . 3 Company Plump Engineering, Inc. December 19, 2002 Designer Richard Plump 8:02 'AM Job Number : 010908 J.C.-PENNEY Checked By: Envelope Member Deflections, (continued) Member Label Section x-Translate Lc y-Translate Lc z-Translate Lc x-Rotate Lc (n) Uy Ratio Lc (n) Uz Ratio Lc (in) (in) (in) (radians) min -.227 4 1 -.226 4 -.819 1 4 9.091 a-4- 5 NO NO 2 max -.202 5 -.204 5 -.041 5 6.055e-3 4 NC 1066.719 5 min -.228 4 -.228 4 -.825 4 8.203e-4 5 NC NC 3 max -.203 5 -.207 5 -.023 5 6.021 e-3 4 NC 1600-079 5 min -.229 4 7.23 1 4 - . -.832 4 7.315e-4 5 NC NC 4 max -.204 5 -.209 5 -.004 5 5.988e-3 4 NC 3200.158 5 min -.23 4 -.231 4 -.839 -4 6.426e-4 5 NC NC 5 max -.205 5 -.211 5 .014 5 5.954e-3 4 NC NC min -.231 4 -.231 -4 -.846 - 4 5.538e-4 5 NC NC x; - '-.244 " _ 5 -: 352_ 4 "• -' °•.: ;,0' ,- 4; _ 3:277e=S ' 4' 1237:328 - " 4 'NC.: " min "_ - 806 -4- ' ;=:1"59" _ 5 ' __ : _ 0 5: --1:803'e=3 �5 NC._- 2 max :._-.24'4- 5-. ":;.33'9= :' : 4 ;,:;035:, -- 4 .,.1.986e-3 • 4. 1690.767 4_ NC", - min - =.806,- �: 4 . ' -:174` - - 5`_ "_-=.009,= 5.:=1,..471e-3' 5,' NC_ NC 3. :max �:244_.-":. 5- �- '= 327 _4 = : _%.071: 4 6.95e-4 4`::2607:775 4 NC _ min-_ =;8-0:5: _ 4_. _ -1-89 _ :=- 5' =:01'8 _ ..-5.: -1.1.38e-3 5 _ NC . _ NC 4 niax :-.244 " .:; 5",= ': ':31:5 - '4 106` . 4 =5:959e=4" 4 5337.579 4 NC min- ;: = 807''' ` ; 4. -.204- 5 =.028' '_ 5 .'-8:054e-4; 5 NC NC' 5 ma ;' '7-.244 - . , : 5 -- .304 :: 4 _-- 1,41- 4". ' :-4.727e-4.. 5 NC NC _ M17 min-] -.807' 4 --.217 5' ' : -.037 `- 5 -1.887e-3 4 NC I NC 1 mast min 294 -.248 4 5 -.278 -.783 5 4 0 0 5 '4 7.488e-3 2.549e-3 4 5 NC NC NC NC__ _ 2 max .294 4 -.278 5 -.003 5 6.071 e-3 4 NC NC min 1 -.248 5 -.791 4 -.027 4 2.079e-3 5 NC NC 3 max .294 4 -.277 5 -.005 5 4.654e-3 4 NC NC min -.248 5 -.799 4 -.055 4 1.609e-3 5 NC NC 4 max .295 4 -.275 5 -.008 5 3.238e-3 4 NC NC min -.248 5 -.806 4 -.082 4 1.139e-3 - 5 NC NC 5 max .295 4 -.272 5 -.011 5 1.821e-3 4 NC NC min -.248 5 -.813 4 -.109 4 6.692e-4 5 NC NC M21 1 max .761- -__4 -.348 - -5. .064 4 -4.652e-4 5 NC NC- min -.068.-, 5­ 1' _. - 357• ,4. - .03.5. 5 - --6:433e-4- 4 NC NC 2 ' " ,m'a • ,. ,_. - .761 4, -J 4._34 5' _ :053 - 4 '-3.593e-4- , _ 5 NC 17099.333 4 - min' =:068 : -::'5 = -:349: _ 4 03 _ 5- .-5.222e74, -4 NC NC 3 `rnax_-- 76'1'_ '-'.'4-- . "=.31:9.::. > 5° :..: ,.038'' A: -2:534e74- 5 NC 6211.917 4 - "•min_ -.068.'-:,.5-. �� 34:-...-'_._4 022-: -•5-_: _-4.01-2e-4: 4 - NC- NC. 4 trnax ,,:761_ . -• 4; �.303 5- 019- _4: -1:476e-4 5 NC 9939.,067 . 4 min =:068 `5 =-.33 4 _ 012: ' 5 "� =2:802e=4- - 4 NC NC 5 max .761: 4- =.286: 5 :002 5 -4.175e=5 5 ` NC NC min -.068 5 -.32 4 =.002 4 -1.591e-4 4 NC NC 1 786 J 4 -.326 5_ 037 5 9.951 a-4 5_ NC NC _max min .019 5 -.355 4 -.141 4 5.995e-4 1 4 NC NC 2 max .786 4 -.317 5 .032 5 7.946e-4 5 NC NC min .019 5 -.348 4 1 -.114 4 4.794e-4' 4 NC 4784.117 4 3 max .786 4 -.307 5 .024 5 5.941e-4 5 NC NC min .019 5 -.33-9 4 -.08 4 3.594e-4 4 NC 14186.102 4 4 max .786 4 -.296 5 .014 5 3.936e-4 5 NC NC min .019 5 1 -.33 4 -.041 4 2.393e-4 4 NC 6697.763 4 5 -max min .786 _ -.019 _. 4 5 -.285 5 .004 5 1.931e-4 5 NC NC --.321` 4 _ 0- _ 4 1.192e-4 _ 4 NC NC M23 -1: max."' .759 4-"" -.368 4_ =:009_ - 5_ 4.004e-3 5 NC .-' ;-NC' . _,min- -..071 :" 5_' -.394. _ . 5 __ _?.01 & .. -4 . -1.657e-3 . _4 NC NC _ 2 max ; 75.9 ,' 4 -.372; 4 0.11, 4: =9`:12e=4" -_5 ' NC NC; min -.07 " '- 5 "389 .. ' 5 006 •; 5 -1_:54e-3'. 4- NC NC 3 - _ .max : ,.76 .....-;4 =:372. -, - • 4 . '.038 . 4 _ -7.893e-4 , . 5. _ 8443.211 _ 4, 6122.,744 4. : min - "-:=:069. ,.. 5.. =.381- 5 • -' 02 : - �5 -1.445e-3_ 4 8061.537 5 NC _ - 4 . I max .761 - -" 4 7.369 ' • '- 4� ..;063 .4 =5.889e-4 5 9235.007 4. 4450•.743. 4 . min-• -:068 '5 =.36.9 -5 .033. 5 -1.1696-3 4 '8701.773 5 8762:834 1 5-, RISA-3D Version 4.5b [C:\RISA19•`I"Q908-12-18-Q .r3d] Page 24 Company Plump Engineering, Inc. December 19, 2002 Designer : Richard Plump 8:02 AM Job Number: 010908 J.C. PENNEY Checked By: Envelope Member Deflections, (continued) Member Label Section x-Translate Lc y-Translate Lc z-Translate Lc x-Rotate Ld '(n) Uy Ratio Lc (n) Uz Ratio Lc .:-, nnI lint frarlianq) ^�M24._ v M21A M24A _ , M25 H - M1:10 5, maz ! ; :761 ,:.'`;: ;4";," ,.,-.3'48'.; :,5 ,, :Q64 ;' ,` 4 : �=4.652e'=4; 5;; " ,NC. ,NC min =.068.:' S= .: -.357 4" 035-„ 5, -6�.433e=4 4° NC NC , 1 max .783 4 1 -.366 4 -.011 5 1.708e-3 " 4 NC _ NC _ min .017 5 -.368 5 1 -.109 4 1.663e-3 5 NC NC 2 max .784 4 -.362 5 .005_ 5 1.6e-3 5 NC_ NC min .018 5 -.37 4 -.127 4 1.583e-3 4 NC 8210.472 4 3 max .785 4 -.353 5 .02 5 1.51 e-3 5 NC NC min .019 5 -.371 4 -.145 4 1.486e-3 4 8549,379 4 4147.627 4 4 max, .786 4 -.342 5 .035 5 1.306e-3 5- NC 7986.508 5 min .019 5 -.367 4 -.161 4 1.188e-3 4 9411.459 4 2977.327 4 5 max .786 4 -.326 5 .037 5 9:951e-4 5 NC NG' min .01-9 5. -.355 4 -.141 -4 5.995e-4 4 1 NC NG 1-' 2max°" - 07 .__ =.4.: -,' =.3.51 "° _:4-.: _.::758' ::_ _4 ,4:174e=4� 4'- NC_ -NC min- ` .:.038- `. 5=.394 _5" -:072'. " ' 5. 2.423e=5'- : 5 NC 2194� 858, 5 2 Max 07' - 4 =.432 " 4- , ,".821-' ' 4 2.5356-4 ' 4 .2380.512 4 3386:95f 4 " min .038 5 -.446 - 5 -:036 5 -1.489e-4 5 3408.078 5 3669:077 5 3 max .071 4 -.48 4 :861 . 4 1,53e-4 _ 4 1494.025 4 12140.409 4 min min _. 038- . 5. :, : =;486, , 5 : -.026_ , 5 -2.448e44 _--5 1908.157' 5 4536,957 5-- max; = ;, :072 ; 4' , : `: '433 :: ;- '4 .:. .826,: - , 4 � ;:, 2:524e-4 ; ' ,4' .. =2321.051 " 4 '3889:599 , 4 _ min " :039 r `.. 5 _5 '.=8:792e-5 _ '5-, 2725.E - .5. 5593.729. 5 5..: max_. 073 4 -.348.: =4 '. - - .782w '... 4-:: 4:317e-4 4_ . -NC. - _LENC NrrSinT 04: 5, ""5': `. .017" 5 -1.361'e=4 5 NC 1 max 004 5 -.285 5 -.019 5 8.078e-3 4 NC NC min 0 4 -.321 4 -.786 4 1.517e-3 5 NC NC 2 max .004 5' -.296 5 .019 5 8.077e-3 _4 _ NC _ _ 5150,328 5_ min-� 0 4-.33 4 _ - 847 _._4_ 1.513e-3 5 NC� 2866.555 4 3 max .003 5 -.304 5 .023 5 8.064e-3 _ 4 NC 4668.889 5 min 0 4 _ .342 ~4 `- 851 4 1.481e-3 5 1 8754.45 4 2511.92 4 4 max 002 5 -.292 5 .026 5 8.052e-3 4 NC 4285.31 5 _ _ min 002 4 -.331 4 -.846 4 1.449e-3 5 NC 2474.503 4 5 max .002 5 -.286 5 .068 5 8.051e-3 4 NC 2230.697 5 min -.002 4 -.32 4 -.761 4 1.445e-3 5 NC NC 761: - 4'__ `72:531.6=4::_ 4 _ NC NC _ _ min'='--.371:` ` =5:- : ;,=;068`_= 5= ;6705e=4 " 5 : NC 1360.039_ . 5_ 2''Max -:032 5 . '-:382=;' - -5-" -.784:,- :.4- .-2:923.e=4 4 : NC NQ, min -.059 4 -:391 4 -.055 5 -6.7236-4 " 5 NC 1818.613 5" 3 max, ' -.031 5 - =.391 5 .806 4 -3.736e-4 4 NC - 1.2725,689 NC - min_ -:059 _ -4 =.4'11: 4 -.043- :5 -7.26e=4 5 NC 5 _ _ 5 . : -.401- : 5- -829 4 „ =4.452e-4 4 4 NC NC " min =.,059 __ - 4 -:431 14 : -:031, _ 5_ -7:759e-4_ 5 NC 5412.679 5 5 -max .: `-'=:031 .'_' :5 _ ; „'-.41 '' . " _&._ " _:851 _:- 4; ,-6.8696=4_, 4 NC. 'NC -- min • -.059 - -- .4 ; . _-:45 4.. =:0:1:8 ,, . ", 5.:-9:606e-4 '--5 NC NC 1 max , .159 4 -.433 5 .848 4 -6.973e-4 4 NC NC min -.034 5 -.451 4 -.027 5 -1.018e-3 5 NC 1476.567 5 2 max .159 4 -.412 5 .833 4 -4.547e-4 4 NC NC min -.034 5 -.431 4 -.016 5 -7.741 e-4 5 NC 1964,327 5 3 max .159 4 -.39 5 .817 4 -3.756e-4 4 NC NC min -.034 5 -.411 4 =.004 5 -7.126e-4 5 NC 2970.241 5 4 max .159 4_ -.367 5 0802 4 -2.861 a-4 4 NC NC min -.034 5 -:3,9- 4 00$.._- 5 -6.44e-4 5 NC 6040.213 5 5 max .159 4 -:344 5 .786-` 4 -2.417e-4 4 NC NC min -.034 5 1 -.368 4 _ .019, 5 1 -5.685e-4 5 NC NC 1- max,, ;,_ 0 _ _' _4 : 0 :_ - : _4;;: _,. - :Q 4_ 4.774e=4, 4 NC NC : ruin; . , 0 : .: 4 :, ,. 0".. 4 , _ . . 0_ -4 :1.972e'6 5 ' NC NC 2 max 0 4- -.38 4 802 4 4. 87e-4 4 919.8E 4 436.36E 4 min 0 5 -.426 1 5, -.074 5-3.419e-6 5 821.014 1 5 1 4.739.62 5 3 Max- _ .. 0. 4 : _ . -:529 " _ ,__ 4 _• 1.095 _ 4 4.90964 4 672.329 1 4 319.555 4 RISA-3D Version 4.5b [C:\RISA\010908-12-18-02.r3d] Page 25 Company Plump Engineering, Inc. December 19, 2002 Designer Richard Plump 8:02 AM Job Number: 010908 J.C. PENNEY Checked By: Envelope Member Deflections, (continued) Member Label Section x-Translate Lc y-Translate Lc z-Translate Lc x-Rotate Lc (n) Uy Ratio Lc (n) Uz Ratio • Lc (in) (in) (in) hnriinnc) min 0 1 5 -.572 1 5" -.037 ' . 5: - -5.307e=5 -5 1 612.352 5 19534.624 5 4 max 0 4 =.377 " 4 . -.826. 4 5:031 e-4 , 4 927.749 4 423.917 4 min 0 5 -.407 5 .01.9 5-1.0276-4 5 860.286 5 NC 5 -max 0 4 0 4 0 4- 5.044e-4 4 NC NC min 0 4 0 4 0 4-1.081e-4 5 NC NC 1 max 0 4 0 4 0 4 -8.4e-4 4 NC NC min 0 4 0 4 0 4 -1.476e-3.1 5 NC NC 2 max 0 4 -.312 51 .867 4-8.373e-4 4 1121.552 5 403.798 4 min 0 5 -.349 4 -.003 5-1.452e-3 5 1003.718 4 NC 3 max 1 0 4 -.429 5 1.186 4-8.125e-4 4 815.085 5 295.049 4 min 0 5 -.48 4 .04 5-1.229e-3 5 728.694 4 8793.371 5 4- max 0 1 4 -.311 5 .889 4-7.876e-4 4 1126.079 5 393.609 4 min 0 5 -.349 4 .062 5-1.006e-3 5 1'001.5431 4 15620.2361 5 5 max 0. 4 0 4 0 4-7.849e-4 4 NC NC min 0 4 0 4 0 4-9.816e-4 1 5 1 NC I I NC Envelope Member AISC ASD 9th Code Checks Label Code Chk Loc Shear Chk Loc Dir ASD Eqn. Message ftLc ftLc M1 .102 3.5 4 - .024 2.807 V 4 H2-1 °M4 - _ - .-; :-8-64 : 8.604, .. : - - - JIL M5 .784 8.604 4 .051 14 y 4 H 1-3 M6 :0991- 3.5-_ _ -4 M7 .494 3.5 5 .194 0 4 H1-2 M8 , -4-8"1._ 3:5'-, , " '4 160.' 0:. - 4 H.1-2. M9 .858 3.5 4 .226 0 4 H1-2 M10 - _ .486 3.5 4 175 0 4 H1-2 M 11 M12 .327 .032 0 0 5 5 .014 _-.018 0 0 y_-4 4 -" H 1-1 H1-1 - Code check based on z-z Axial.. - Code check based on z-z Axial.. - M 13 M14 M15 �M 16 _ _ .076 265 _ .282 _ +.660, 0 4 014 ! - _ _0 0 0 �0 y y " _y 4 6 5 4 H 1-1 H1-1 _ t 11-1 H 1-1 - Code check based on z-z Axial.. -Code check based on z-z Axial_ - Code check based on z-z Axial.. -Code check based on z=z.Axial.. 0 0 0 4 4 _ , 4 002 .002 .018' M 17 .033 4.95 4 - .019 0 v 4 H2-1 - Code check based on z-z Axial.. M21- 20-5.=.:` 03-3` 3:5 5_ H1-2 M22 .2621 0 4 .022 3.5 V 4 H 1-2 M23 405: :. - 5,.031 ` 4 043:: "_ "7 :. .; 4'.. M24 .501 5.031 4 .045 7 4 H 1-2 549, 5: H1=2' M21A .203 0 4 .052 3.537 4 H1-2 M24A. 082' .. ; 5.67 - = 4 ,. ; " ; 014.; "' -i 4.253 -:y, 0-4; H2A . M25 .102 0 4 .014 1.418 z 4 H2-1 22.787 4-= ---:130`", :Q : ;5: _ . H1-2 M 111 .645 122.787 4 1'02 29.167 y 4-1 H 1-2 RISA-3D Version 4.5b [C:\R1SA\010908-12-18-02.r3d] Page 26 1. Cooling Tower Data Sheet Rids Froebe Evapco, Incorporated ,012en.ne, j� . 30 Locations 12/26/01 P.O. Box 1300 Location: Carlsbad, Calf Westminster, MD, 21158, U.S.A. Product Type: AT Cooling Tower 410-756-2600 Fax: 410-756-6450 Selection Criteria Date: 12/26/01 Page: 1 Capacity (Tons): Capacity (MBH): Fluid: Flow (GPM): IL Entering Fluid Temp (F): Leaving Fluid Temp (F): Wet Bulb (F): Selection AT Capacity Qty Model (Tons) 2 19-56 163 # Fans: 1 # Fan Motors @ HP: # Heaters @ KW: 266.67 4,000.000 Water 1 800.0 (7 Zo) 05.0 85:0 71.0 Percent Capacity 122.0 All Weights, Dimensions and Technical Data are Shown per Unit 4®rFlow (CFM): mp Head (ft of'wrater): Evaporated Water Rate (gpm): Recommended Bleed Rate (gpm): Options Selected El. heaters (-20F ambient) Stainless steel water touch basin Sump Sweeper Piping Overall Length: (1) @ 5.00 Overall Width: Overall Height: (1) @ . 7.00 26,500 Operating Weight (lbs): Shipping Weight (lbs): 11.4 Heaviest Section (lbs): 4.0 4.0 5' 8' 9' 4,940 2 —21-960 1,490 11.88" 5.50" 11 13" Layout Criteria ommendedrlarancesFrom Unit Ends to Wall: 3 Between Unit Ends: 2 From Sides to Wall: 3 Between Unit Sides: 6 Refer to the Equipment Layout Manual or contact your Sales Representative for more details -on layout criteria. Shipping Data Total Gross Total Description Domestic Skidded Dimensions (in) Cubic Cubic Wt Qbs) Gross Section Length- Width Height Feet Feet Wt (ibs) Basin: 1 118 72 74 364 364 1,490 1,490, Casing: 1 118 72 52 256 256 1,410 1,410 620 620 2,900 2,900 Totals: 2 r 08/21/2003 THU 14.16 FAX 909 628 7813 BCS BUILDING COMFORT SERVICES, INC, ltir Conditibnittg aitd Heating Catifamia State License ;493268 BUILDING COWORT SERVICES, INC. Air Conditioning and Heiting "'QUaUty ,Service at u fair Price„ CORPORATE OFFICE 800 346-6160 Fox. 800-741-1303 5781 Schae£ir A.verme-465-6370 Fwc-465=6377 Chino CA 91710 FAX MESSAGE DATE: 3 COMPANY: FAXNL%ME .. (746.)14,62 9 ' FROM_ TOTAL NUMBER OF PAGFS IFA D (including cover sheet) ?} 13 ]MAC.: Z iloparbutut ofOWN" atth Statty FABRICATOR' S LICENSE NWWX 909 THIS CHRrI IES 7HAT LIMA BRAVO ,LOCATED ESCMIDO, CA. 9202!?-2926 IS APPSOVKV BY THI; DEPARTMENT CE BUILDING AND SArsTr UNDER THE PROVISIONS CP SEC.TJOK 96.203 0P THE LOS ANOBLLS U U M I C I P A L CODE AS - A TYPE x FABRICATOR OF GjGflT WEY(WR STERL i taS I Dm- May 7. 1991 Amu. ntaaWAu Match THIS CM'rI iMKU IS IME MMN.t'Y' 00 TIM C37Y OF L,M i4l GEW AND tdXI BR WOOD FOR AWT or, W CAU= SZ7 poltlX W "11CM 8, CFIhMl 8 or JJ4MC k t 4 1 CB023014 2555 EL CAMINO REAL CBAD J.C. PENNEY CHANGE OUT COOLING AND STEEL SUPPORT TI COMM Lot#: BUILDING COMFORT SERVICES INC. 6-0 16-0 XZ4j l- 2 S- 0 3 771GS, C'�:,l BUILDING /Q —7--Q PLANNING _ ENGINEERING FIRE APPR/FORM HEALTH DEPT HAZ MAT / AIR QUAL OTHER SEWER DISTR BLDG, GRADING LETTER TO FROM APPLICANT APPLICANT PLAN CORR ENG CORR SCHOOL FORM CFD FORM P E & M WORKSHEET P.t_DG =S COMPLETE