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Home My WebLink About1925 CALLE BARCELONA; 166; CB040251; Permite- 03-1 5-2004 Job Address: Permit Type: Parcel No: Valuation: Occupancy Group: Project Title: City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 Building Inspection Request Line (760) 602-2725 Commercialllndustrial Permit Permit No: CB040251 1925 CALLE BARCELONA CBAD St: 166 TI Sub Type: COMM Lot#: 0 Status: ISSUED $5,000.00 Construction Type: NEW Applied: 01/23/2004 TALBOT'S-STORAGE RACKS Plan Approved: 03/09/2004 STOCKROOM Issued: 0311 512004 Reference #: Entered By: RMA Inspect Area: Plan Check#: Applicant: RUSSELL CRANE BUlLDlERS STE C 63 18001 N 79TH ST 85308 602 41 8-3727 Owner: Building Permit Add'l Building Permit Fee Plan Check Add'l Plan Check Fee Plan Check Discount Strong Motion Fee Park Fee LFM Fee Bridge Fee BTD #2 Fee BTD #3 Fee Renewal Fee Add'l Renewal Fee Other Building Fee Pot. Water Con. Fee Meter Size Add'l Pot. Water Con. Fee Recl. Water Con. Fee $61.19 $0.00 $39.77 $0.00 $0.00 $1.05 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Meter Size Add'l Recl. Water Con. Fee Meter Fee SDCWA Fee CFD Payoff Fee PFF PFF (CFD Fund) License Tax License Tax (CFD Fund) Traffic Impact Fee Traffic Impact (CFD Fund) PLUMBING TOTAL ELECTRICAL TOTAL MECHANICAL TOTAL Master Drainage Fee Sewer Fee Redev Parking Fee Additional Fees TOTAL PERMIT FEES $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $102.01 Total Fees: $102.01 Total Payments To Date: $39.77 Balance Due: $62.24 7. f j. FOR OFFICE USE CITY OF CARLSBAD BUILDING DEPARTMENT 1635 Faraday Ave., Carlsbad, CA 92008 tc Legal Description Lot No. Subdivision NamelNumber Unit No. Phase No. Total # of units Assessor's Parcel # Existing Use Proposed Use Cx79L3aG-L S.f.onrrvlri6 5./5 i-&- Description of Work Sa. FT. ' #of Stories # of Bedrooms # of Bathrooms (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 Code1 or that he is exempt therefrom, and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars [$5001). Name Address city statelzip Telephone # State License x 79 l07Y License Class Desigher Name Address city State/Zip Telephone C'r?&,t//F To /L/.j?92-LG Hwt/ b-5r /d/w zr&.L 7, &Z L//Y 3 722 City Business License # ! Z 6 6 82 0 of the work for which this permit is issued. ssued. My worker's compensation insurance carrier and policy number are: Insurance Company 5 &+E b/~r 9 (THIS SECTION NEED NOT BE COMPLETED IF THE PERMIT IS FOR ONE HUNDRED DOLLARS [$lo01 OR LESS) 0 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 dollars ($100.000). In addition to the cost of compenswb damages M pravided for in Saction 3706 of the Labor code, interest and attornev's fees. 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 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 ? 2 - / - uy Expiration Date Policy No. 1 7 s-4-6 64 --u5 6 I hereby affirm that I am exempt from the Contractor's License Law for the following reason: 0 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). 0 1, 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). 0 1. 2. 3. I am exempt under Section I personally plan to provide the major labor and materials for construction of the proposed property improvement. 0 YES UNO I (have I have not) signed an application for a building permit for the proposed work. I have contracted with the following person (firm) to provide the proposed construction (include name / address / phone number / contractors license number): Business and Professions Code for this reason: 4. number I contractors license number): 5. of work): I 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 I 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 PROPERTY OWNER SIGNATURE DATE If$ ON 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? 0 YES 0 NO Is the aoolicant or future buildina occuoant reauired to obtain a oermit from the air oollution control district nr air niialitv mananamant diCTri*t? rI vCC rI kin FOR OFFICE USE PERMIT APPLICATION CITY OF CARLSBAD BUILDING DEPARTMENT 1635 Faraday Ave., Carlsbad, CA 92008 yr Phase No. Total # of units Unit No. Legal Description Lot No. Subdivision NamelNumber Assessor's Parcel # Existing Use Proposed Use Description of Work SO. FT. ' #of Stories # of Bedrooms # of Bathrooms cx+m.zz S+C7:,&+6 sr/s F4-z- 3727 (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 Codel or that he is exempt therefrom, and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars 1S5001). Name Address City Statekip Telephone # State License # 7'9 10 7 Y License Class e City Business License # ! Z 66 82- Designer Name Address city State/Zip Telephone CO&UF fr= A/+fR-LG twt/ h-5r /PLH l(&.LL 2 &-z. L//Y 5 7.22 e# ERS Workers' Compensation Declaration: I hereby affirm under penalty of perjury one of the following declarations: 0 of the work for which this permit is issued. ssued. My worker's compensation insurance carrier and policy number are: 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 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 Expiration Date ? - 1 - Insurance Company 5 &+E o Policy NO. 1 7 s-4-L 6+ -05 6 (THIS SECTION NEED NOT BE COMPLETED IF THE PERMIT IS FOR ONE HUNDRED DOLLARS IS1001 OR LESS) 0 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 n 3706 of the Labor code, interest and attorney's fees. DATE 9-2 3 -0q 0 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). 0 1, 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). 0 1. 2. 3. 4. number I contractors license number): 5. of work): PROPERTY OWNER SIGNATURE DATE I am exempt under Section I personally plan to provide the major labor and materials for construction of the proposed property improvement. 0 YES ON0 I (have I have not) signed an application for a building permit for the proposed work. I have contracted with the following person (firm) to provide the proposed construction (include name I address I phone number I contractors license number): I plan to provide portions of the work. but I have hired the following person to coordinate, supervise and provide the major work (include name I address I phone I will provide some of the work, but I have contracted (hired) the following persons to provide the work indicated (include name I address I phone number I type Business and Professions Code for this reason: nt or future building oc to submit a bu program under Sections 25505, 25533 or 25534 of the Presley-Tanner Hazardous Substance Account Act? 0 YES 0 NO Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? 0 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. 0 YES 0 NO YES 3 PR I rm LENDER'S NAME LENDER'S ADDRESS I 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 Cit) 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 commenced for a penod of 180 days (Section 106.4.4 Uniform Building Code). APPLICANT'S SIGNATURE "A Y>//J 4?/4 DATE i- 23 -0Lf -- r/ WHITE: File YELLOW: Applicant PINK: finance EsGil Comoration rn In Partnersfiip witti S;overnment for Building safety DATE: 3/5/04 JURISDICTION: City of Carlsbad PLAN CHECK NO.: 04-0251 SET: I1 ICANT 0 FILE PROJECT ADDRESS: 1925 Calle Barcelona Suite 166 PROJECT NAME: Shelving for Talbot’s #509 Iz] 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. 0 The plans transmitted herewith have significant deficiencies identified on the enclosed check list 0 The check list transmitted herewith is for your information. The plans are being held at Esgil and should be corrected and resubmitted for a complete recheck. 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. 0 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. 0 Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Telephone #: Date contacted: (by: 1 Fax #: Mail Telephone Fax In Person REMARKS: 1. Please slip revised sheet S-I into City II set. (at building department)2. City to field verify that the path of travel from the handicapped parking space to the shelving area and the bathrooms serving the shelving area comply with all the current disabled access requirements. 3. Fire Department approval is requied. By: DavidYao Enclosures: Esgil Corporation 0 GA 0 MB 0 EJ 0 PC 2/26 tmsmtl.dot 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 (858) 560-1468 + Fax (858) 560-1576 EsGil Corporation In Partnership with Government for Quildng safety DATE: 2/5/04 JURISDICTION: City of Carlsbad PLAN CHECK NO.: 04-0251 SET: I PROJECT ADDRESS: 1925 Calle Barcelona Suite 166 PROJECT NAME: Shelving for Talbot’s #509 u The plans transmitted herewith have been corrected where necess with the jurisdiction’s building codes. . U O w 0 w 0 w 0 WNT 0 PLAN REVIEWER 0 FILE ry and ubstantialli comply 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: Russell Crane Builders 18001 N 79 Suite C63 Glendale, Arizona 85308 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: Russell Crane Date contacted: 2. I1 C, oy(by: ) Fax #: REMARKS: Telephone #: (602)418-3727 Mail -Telephoned Fax In Person By: DavidYao Enclosures: Esgil Corporation 0 GA 0 MB EJ PC 1 I27 tmsmtl.dot 9320 Chesapeake Drive, Suite 208 4 San Diego, California 92123 + (858) 560-1468 + Fax (858) 560-1576 City of Carlsbad Bldg Inspection Request For: 03/18/2004 Permit# CB040251 Title: TALBOT'S-STORAGE RACKS Description: STOCKROOM Type: TI Sub Type: COMM Job Address: 1925 CALLE BARCELONA Suite: 166 Lot 0 Location: APPLICANT RUSSELL CRANE BUlLDlERS Owner: Remarks: Total Time: Inspector Assignment: Phone: 6024183727 Inspector: ,f) Requested By: GLEN Entered By: CHRISTINE CD Description Act CommE #A- c/ 14 Frame/SteeVBolting/Welding & I I -~ -~ Associated PCRsCVs Date Inspection History Description Act lnsp Comments City of Carlsbad 04-0251 2/5/04 GENERAL PLAN CORRECTION LIST JURISDICTION: City of Carlsbad PLAN CHECK NO.: 04-0251 PROJECT ADDRESS: 1925 Calle Barcelona Suite 166 DATE PLAN RECEIVED BY ESGIL CORPORATION: 1/27 2/5/04 REVIEWED BY: David Yao DATE REVIEW COMPLETED: FOREWORD (PLEASE READ): 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. 0 Please make all corrections on the originals and submit two new complete sets of prints to: ESGIL CORPORATION. 0 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. 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? 0 Yes R No City of Carlsbad 04-0251 2/5/04 1. 2. 3. 4. 5. 6. 7. 8. 9. IO. 11. 12. Provide a statement on the Title Sheet of the plans that this project shall comply with Title 24 and 1997 UBC. Provide a note on the plans indicating if any hazardous materials will be stored and/or used within the building which exceed the quantities listed in UBC Tables 3-D and 3-E. The tenant space and new and/or existing facilities serving the remodeled area must be accessible to and functional for the physically disabled. Show a path of travel from the handicapped parkina space to the shelvina area and the bathrooms serving the shelving area complv with all the current disabled access reauirements. Title 24, Part 2. Obtain Fire Department approval for groups F, M and S occupancy storage per UBC Sections 306.8, 309.8 and 31 1.8. Note on the plans that the shelving design loads will be posted per Section 2222.5. Check the slab stress for the maximum transverse overturning axial load. Show the slab thickness on the plans per the calculations. Check the maximum slab stress under the base plate per Section 191 5.4.2. The calculation shows 1 O’x4’xI 8” double mobile units. The note on sheet S-I shows all shelving is 36” wide (?). Please clarify. The shelving component section properties shall be on the plan. The computer run for the shelving appears to for type ‘D’ only. What about the other types? Show type ‘D’ is the most critical condition or provide additional calculation for other types. The computer run appears to show the reaction only. What about the force for the other member? Provide additional calculation to show the stress for all members are adequate. (include all connections). The computer run for the joint coordinates appears to not complete match the dimensions shown on S-I. Please double check the dimension of all the members. 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 David Yao at Esgil Corporation. Thank you. City of Carlsbad 04-0251 2/5/04 VALUATION AND PLAN CHECK FEE Valuation Multiplier shelving JURISDICTION: City of Carlsbad PLAN CHECK NO.: 04-0251 Reg. VALUE ($) Mod. per city 5,000 PREPARED BY: David Yao Fire Sprinklers TOTAL VALUE DATE: 2/5/04 5,000 BUILDING ADDRESS: 1925 Calle Barcelona Suite 166 ~~~ Air Conditioning 1994 UBC Plan Check Fee v Type of Review: Complete Review "ReTtitive Fee Repeats 0 Other 0 Structural Only Hourly I 1 Hour * Esgil Plan Review Fee 0 I $61.19 $39.771 I $34.271 Comments: Sheet1 of 1 macvalue.doc Carlsbad Fire Department 040251 1635 Faraday Ave. Fire Prevention Carlsbad, CA 92008 (760) 602-4660 Plan Review Requiremenfs Category: High Piled Date of Report: 0*/03/2004 Reviewed by: Name: RIIm CRANE RIITT.TIP,g$ Address: STE C63 18001 N. 79TH ST City, State: GLENDALE, AZ 85308 Job#: 040251 Plan Checker: Job Name: Talbots Bldg #: CB040251 Job Address: 1925 Calle Barcelona Ste. or Bldg. No. 166 0 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 Subject to The item you have submitted for review has been approved subject to the 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. 0 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. I Review 1 st 2nd 3rd Other Agency ID I FD Job# 040251 FD File # r~syurr crrrcirca uaccywr y. I llyll I-IIGU ~WIIIUU3LIUlt: aLulayG 'Reguir&ment: Pending 15.06 Dimension and location of transverse and longitudinal flue spaces The transverse flue space shall be minimally 6 inches between movable shelves. This shall require the installation of 3 inch stops on each assembly. Requirement: Pending 15.08 Obtain use permit from Fire Prevention A renewable permit shall be required to be obtained prior to final inspection and use of shelving. Requirement: Pending 15.09 Usable storage height Provide the usable storage height for each storage arrangement. The maximum permitted storage height shall be 24 inches below the bottom of the lowest fire sprinkler pipe. Fire shall also require that at Final inspection that each shelf assembly be clearly marked indicting the appropriate storage height. Page 1 02/03/04 RESPONSE TO PLAN CHECK CORRECTIONS FOR 10 X 4 X18" DOUBLE MOBILE UNITS ..................... PROJECT TALBOTS #509 CARLSBAD, CA ..................... CLIENT LUNDIA 600 CAPITOL WAY JACKSONVILLE, IL 62650-1 096 ..................... JHA PROJECT NO. 03-1 03-1 3 3 211 8/04 JOHN H. HAIGH & ASSOCIATES, INC. Structural Engineers 479 S. Marengo Ave., Suite A / Pasadena, CA 91 101 Phone: (626) 395-7451 Fa: (626) 395-7454 MI I-LUNDIA Fax: 21 74798191 Feb 10 2004 10:40 P. 04 02-03-‘U4 16:17 FROM-RUSSELL-CRANE BLDRS 6234123666 T-498 P06/07 U-921 , City of Cadsbad 04-025 1 2/ 5/04 GENERAL PLAN CORRECTION LET - JURISDICTJON: City of Carlebad PLAN CHECK NO.: 04-0251 PROJECT ADDRESS: 1925 Calk Barcelona $uitte 166 DATE PIA” RECEIVED BY ESGIL CORPORATKIN: 1/27 REVIEWED BY: David Yaio DATE REVIEW COMPLETED: 2/5/04 FOREWORD (PLEASE READ): 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 regulatlng energy conservation, noise attenuatlon and disabled access. This plan review is based on regulatlons 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 rreed clarification, modification or change. All Items must be satisff ed 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 dpes not permit the violation of any state, county ot city law. Please make all cbrrectlons on the originals and submit two new complefe sets of prints to: ESGIL CORPORATION, To facllhate mchecking, 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. Please lndlcate 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 changos been made not resulting from this list? 0 Yes d No Received Time Feb. 9. 5:45PM MIl-LUNDIA Fax:2174798191 Feb 10 2004 10:40 P. D5 UL-UY-’ @j Ib : 1’1 bHUM-HU5!JkLL-CKAN.k HLUHS 6234123666 T-498 PQ7/87 U-923 .I P. City of Carlsbad 04-0251 2/5/ 04 2. Provlde a statement on the Title Sheet of the plans that thls project shall comply with Title 24 and 1997 UBC, 2. Provide a note on the plans indicating if any hazardous materials will be stored and/or used within fhe building whlch exceed the quantltles listed in UBC Tables 3-D and 3-E. 3. The tenant space and new and/or existing facllltles serving the remodeled area must be accessible’to and functional for the physically dlsabjed. Show a Path of tra vel frQm the bndicamed oarkim mac-am th e bathrows s mcarndv with all the current &abled access requiramfs. Title 24, Part 2, 4. Obtain Fire Department approval for groups F, M and S occupancy storage per UBC Sections 306.8, 309.8 and 31 1.8. Note on the plans that the shelving design loads will be posted per Section 22225. 5, 6. Check the blab stress for the maximum transverse overturning axial load. Show the slab thickness on the plans per the calculations. Check the maximum slab stress under the base plate per Section 1915.4.2. 7. The calculaflon shows 1O’x4‘x18” double rnoblle units. The note on sheet $-I shows all shelving is 36 wide (?). Please clarify. The shelvirig component section properties shall be on the plan. 8. 9. The computer run for the shelving appears to for type ‘D’ only. What about the othar types? Show type ‘D’ is the most critical condition or provide additional calculation for other types. The computer run appears to show the reaction only. What about the force for the other member? Provide additional calculation to show the stress for all member; are adequate. (Include all connections). IO, 11. The computer run for the joint coordinates appears to not complete match the dimensions, shown on S-1. Please double check the dimension of all the members. 12. The )urlsdlctbn has Gontracted wlth Esgl Corporatlon located at 9320 Chesapeake Drive, Suite 208, San Diega, California 92123; telephone number of 858/560-1468. to perform the plan review for your project. If you have any questions regarding these pian review items, please contact bavid Yao at Esgil Corporation. Thank you, Received Time Feb. 9. 5:45PM m i I-LUNU \ H t ax: 21 14 7981 91 Feb 10 2004 10:40 P. 06 T-498 PQ2/07 U-921 UL-II]Y- tN 1D;lb PKUl”J-HUhbELL-I,HANk BLUH5 6234123666 LaCJ,W,”dU rll’t3 Ue=U‘dl 11 1,’’ “>’L - ICI_ . I r I fire Prevention 1835 Faraday Ave. barkbed, CA 92008 (760) 8024660 High Piled Combustible Sto~gw n Plan Review Requtmments Catego y: Date of Report: 52’o3Qoo4 Reviewed by: I Name: Address: STt C63 City, State: 18001 I?- 79TH ST Job#: 040251 GLENDALE, AZ 85308 Plan Checker: Job Name: Talbots, Bldg #: CBO40251 Job Address: 1928 Caik Barcelona ’ Ste. or Bldg. No. 166 Approved Approved Subject to 0 Incomptete The item yau have wbmitted for review has been approved. The approval is based on plans, information and / or specifications provlded in your submittal; therefore any changes to these items after this date, including field modificatlons, must be reviewed by this ofice 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 constrwt or install improvements, The item you have submitted for review has been approved subject to the attached conditions. The approval is based on plans, information and/or specifications provided in your submlttEll, Please review carefully all comments attached, as failure to comply with instructions in thls 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. The item you have submitted for review is incomplete. At this time, thls office cannot adequately conduct a review to determine cornpllance with the applicable codes and I or standards. Please review carefully all comments attached. Please resubmit the necessary plans and /or specifications to this office for review and approval, - Other Agency ID Review 1st 2 nd 3rd - FD Job # WX31 FD Flle # Received Time Feb. 9. 5,45PM \ . . . .. . , . , Feb 10 2004 10:40 P. 07 Fax: 2174798191 T-498 P03/07 U-921 MI I-LUND I A WL-WY-' 10; 10 rHU17-KU>%-LL-LHHNC BLUHb, bU4lL3bbb T'he transverse flue space shall be minimally 6 inches between movable sh~es. This shall wquire the Installation of 3 inch stops on each assembly. t T &qLlirernent. Pendlng 15. 7 Dimension and location of transvet., Ind Iorlgltudinal ffue spaces 1 A renewable permit shall be required to be obtained prfor to final inspecdon and .use OF shelvlng. L Requirement. Pencling 15.08 0 btain use permit from Flre Prevention The rnaZilmum permitted storage haighfshaii be 24 inches below the bottom of the lawest fire sprinkler pipe. Flre shall also require that at Final inspection that each shelf assembly be clearly marked indicting the appropriate storage height, I 1 - ge1 , ~~%.~*,~t.2UIJl reo IU ZUU~ 10:4D P. 08 IdZ-ldY-' MY 16: 16 FROM-RUSSELL-CRANE BLDRS 6234123666 T-498 P04/07 U-921 ... I Brenda Mar!ow i Senior Onice specialist I Received,Time Feb. 9. 5:45PM "TALmTs * -9 JOB NO. C?h.U%>h<>, BY JOHN H HAIGH & ASSOC , INC STRUCTURAL ENGINEERS 479 S MARENGO AVE SUITE A PASADENA, CA 91 101 DATE qnl Sao b-I 73&5Pbhi55F ,@,e* c',ort%Kcrbat2&b SH. OF (626) 395-7451 91 ai I1 II , , JOB NO. BY A& DATE 02/iz(04 JOHN H HAIGH & ASSOC , INC STRUCTURAL ENGINEERS 479 S MARENGO AVE SUITE A PASADENA, CA 91 101 nu 5 ?"o ("3 .b, 6) c) c7S"nca. d 5 SH.1 OF (626) 395-7451 JOB NO. BY JOHN H. HAIGH & ASSOC , INC STRUCTURAL ENGINEERS 479 S MARENGO AVE SUITE A PASADENA, CA 91 101 DATE 02 62 fa % &QS. -to 0.0 r Q~R~T(DLI~ SH.2 OF (626) 395-7451 STRUCTURAL CALCULATIONS FOR IO' X 4' X 18" DOUBLE MOBILE UNITS ..................... PROJECT TALBOTS #509 CARLSBAD, CA. ..................... CLIENT LUNDIA 600 CAPITOL WAY JACKSONVILLE, IL. 62650-1 096 < i ********************* , JHA PROJECT NO. 03-103-13 1211 8/03 JOHN H. HAIGH & ASSOCIATES, INC. Structural Engineers 479 S. Marengo Ave., Suite A/ Pasadena, CA 91101 Phone: (626) 395-745 1 Fax: (626) 395-7454 JOHN H. HAIGH & ASSOCIATES, INC. --CALCULATION INDEX-- JHA #: Structural Engineers BY: AR 479 S. h4arengo Ave., Suite A DATE: 1211 8103 Pasadena, CA 9 1 10 1 SHEET: 2 (PROJECT NAME & LOCATION) Ph: (626) 395-7451 Fx: (626) 395-7454 CALCULATION INDEX TITLE SHEET CALCULATION INDEX SHELVING CONFIGURATIONS SHELVING COMPONET SECTION PROPERTIES DESIGN LOADS 10 x 4 x 18" SINGLE UNIT (HEIGHT X WIDTH X DEPTH) (TYPE OF UNIT) UNIT (HEIGHT X WIDTH X DEPTH) (TYPE OF UNIT) UNIT (HEIGHT X WIDTH X DEPTH) (TYPE OF UNIT) COMPUTER ANALYSIS OF SHELVING FRAMES 10 X 4 X 18" (HEIGHT X WIDTH X DEPTH) DOUBLE MOBILE UNIT (TYPE OF UNIT) UNIT (HEIGHT X WIDTH X DEPTH) (TYPE OF UNIT) UNIT (HEIGHT X WIDTH X DEPTH) (TYPE OF UNIT) INTERNAL CHECK CHECK OF WALL ANCHORAGES FOR SHELVING 2 3 A B C CHECK OVERTURNING OF MOBILE UNITS D AOHN H'. HAIGH & ASSOC., INC ~ JOB NO. STRUCTURAL ENGINEERS LUNDIA SHELVING QV , 479 S. MARENGO AVE. SUITE A PASADENA, CA. 91101 DAE SH. 3 OF (818) 395-7451 MSOfficd WinwordClienuZundidCALCS-1A.DOC JOHN H. IIAIGI-T & ASSOCIATES. INC. SHELVING JIW #: Structural Engineers BY: 479 S. Marengo Ave., Suite A (626) 395-7451 (626) 395-7454 (PROJECT NAME & LOCATION) (CLIENT. 2 DATE: 1 ofA Pasadena, CA 91 101 SHEET: / Part AREA( U") Y AY A 1.3125 x .9375 = 1.230469 1.09375 1.34583 B ,125 x .46875 = .05859 S625 .032957 B DO .05859 .5625 .032957 c1 sx.375 = .1875 .25 -046875 c2 DO .I875 .25 .046875 r, 1.7226 1.505491 L 1 Note: Primary Lateral Load cases are set up for Seismic Zone 4; adjustments for other zones are made in frame analysis load combinations. Yl Y2 AY2 Io .2198 .0483 .05945 .09012 .3 114 .096992 ,00568 .00008 .3114 .096992 .00568 .00008 .62393 .38929 .07299 .00391 .62393 .38929 .07299 .00391 .21679 .09918 SHELVING COMPONENT SECTION PROPERTIES c - y = 1.505494 = 0.873936 y2 = 0.688564 CROSS RAIL W/ TONGUE LEG PROPERTIES about X-&s Sx, = .31488 = 0.45723 .688564 TONGUE SECT. A = 1.6875 x .375 = 0.6325 S = .375 x = 1.68752 = 0.178 6 I, = 275 x 1.68753 = 0.150 12 CROSS RAIL A = 1.6875 x 1.25 = 2.1094 S = 1.25 x 1.68752 = 0.5932 6 Ix = 1.25 x 1.68753 = 0.5006 12 MSOFFICE/WMWORD/CLIENT/LUNDIA/CALCS-2A.DOC 7 II JOHN R. HAIGH & ASSOCIATES. INC. SHELVING JHA #: DATE: Struclurul Engineers BY: Pasadena, CA 91 101 SHEET: 479 S. Marengo Ave., Suite A 2 ofA (626) 395-7451 (626) 395-7454 (PROJECT NAME & LOCATION) (CLIENT: 2 Note: Primary Lateral Load cases are set up for Seismic Zone 4; adjustments for other zones are made in frame analysis load combinations. SHELVING COMPONENT SECTION PROPERTIES LEG PROPERTIES ABOUT Y Axis CROSS RAIL W/ TONGUE c 1.72266 I .07399 1 .1821 I - CHECKTONGUE I, = mx 1.68753 = 0.15017 12 Iy = 0.007416 A = .375 x 1.6875 = 0.6328 E3 = 1.6~10~ 4 -07359 Z 0.25569 CHECK CROSS RAIL I, = .375x 1.68753 = 0.50056 12 Iy = 27465 A = 2.10875 S = 0.29663 DENSITY = 35 = 2.C25E-5 1728 x 1000 Client/Lundia/CALCS3A.DOC JOHN H. HAIGH & ASSOCIATES. INC. SHELVING mA #: Structural Engineers BY: 479 S. Marengo Ave., Suite A DATE: Pasadena, CA 9 1 10 1 SHEET: 3 ofA (626) 395-7451 (626) 395-7454 (PROJECT NAME & LOCATION) (CLIENT ) PART P-1 P-2 c P I] Nate: Primary Lateral Load cases are set up for Seismic Zone 4; adjustments for other zones are made in frame analysis load combinations. AREA Y Y2 AY2 Io 1.72266 .a854 ~40s .8 1669 .3 1488 1.72266 .68854 .47408 31669 31488 3.44532 1.6334 .62776 SHELVING COMPONENT SECTION PROPERTIES CHECK SECTION PROPERTIES DOUBLE BACK TO BACK LEG -42 ci [ Ai i [ c2 B B LEG PROPERTIES L 1.6334 C 2.2631 2.263 1 I s=- C 1.5625 = 1.4484 - - JHA #: DATE: 1211 7/03 SHEET: JOHN H. HAIGH & ASSOCIATES. INC. Siructurd Engineers 479 S. Marengo Ave., Suite A Pasadena, CA 9 1 10 1 LOAD CRITERIA (626) 395-7451 (626) 395-1454 (PROJECT NAME & LOCATION) Note: primary lateral load cases are set up for seismic zone 4; adjustments for other seismic zones are made in frame analysis load combinations. TYPICAL SHELF LOADING CRITERIA 10”” x 4’-0” x 18“ SHELVING STILE Self Weight Picked Up By Computer VERTICAL LOADS- Shelves: 9 shelves 8 loaded 4~1.5~314112 x 35 = 13.125 x 9ea. = 118.20 # 130.00 # = 11.80 Misc @ 10% LoadILeg = 130 I 2 = 65 # I Leg I 10 = 6.5 # I ft. STORED PRODUCTS Light = 3.75 psf1Shelf 1.5 x 4 = 6.0 Sq. Ft x 3.75 psf = 22.5 #I Shelf x 8 Shelves = 130 # 18012 = 90#/Leg I10 = 9.0#/ft. LATERAL LOADS Seismic Zone: 1 2A 26 3 4 0 0 0 0 (XI Level of Shelving: at grade above grade Code sect. UBC 1630.2.1 V = ((2.5 x .44) 14) W = (0.275/ 1.4) W = 0.196W NOTE: 1.) CH. 22 Div. X Requires the CG of load to be 15% above actual center of mass. For this to happen Wb = 2.63 Wa 2.) Lat. Load acts against 1 Leg Only EMPTY SHELVES Wa + 2.63 Wa 10 12 = .196~ 130 = 25.48 # Wa = 1.404 Wb = 3.692 2.289 I 10 = .229 #I Ft. STORED PRODUCTS (All Shelves) Wa + 2.63 Wa 10 12 = .196~180 Wa = 1.943 Wb = 5.112 3.169 I10 = .317 #I Ft. = 35.28 # STORED PRODUCTS (Top 1/3 1 Wa + 2.63 Wa 1013 (112) = .I96 x 180 13 = 11.76 # Wa = 1.943 Wb = 5.112 3.169 13.333 = 0.95 # I Ft. Wednesday, December 17, 2003, 08:43 AM 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. 16. 17. 18. 19. 20. 21. 22. 23. 24. 25. 26. 21. 28. 29. 30. 31. 32. 33. 34. 35. 36. 37. 38. 39. 40. 41. PAGE NO. 1 .................................................... * * * * * * * * * USER STAAD . Pro * Version 2002 Bld 1005.US * Proprietary Program of * Research Engineers, Intl. * Date= DEC 17, 2003 * Time= a :43:2a * * ID: JOHN H. HAIGH ASSOC. INC. * STAAD PLANE START JOB INFORMATION JOB NAME TALBOTS TEMECULA JOB CLIENT LUNDIA JOB NO 102-103-22 JOB PART MOVABLE SHELVING ENGINEER NAME AR ENGINEER DATE 26-MAY-02 END JOB INFORMATION * * * * * * * * * * * * * * * * * * PROJECT: ADDRESS PROJECT NO: SHELVING CONFIGURATION: SEISMIC ZONE: LEVEL OF INSTALLATION: DESIGN CRITERIA: CRITERIA THIS PROJECT SHELF LOADING: THIS PROJECT TALBOT'S # 509 CARLSBAD, CA. 03-103-13 LUNDIA 10' X 4' X 18" DBL. FRAME WITH OUT LAT SUPPORT @ TOP WITH SHEAR PANELS AND LOAD FROM 0 ADJ. DBL. UNITS (X)4; ( 13 ; ( )2B; ( )2A; ( 11; ( )RMI N.A. UBC CHAPTER 16 - 22 DIV X RMI SPEC. JUNE 1990 1997 UBC CHAP 1630.2 LIGHT CLOTHING/ LINENS 3.75 PSF. / SHELF LIGHT 5 PSF. / SHELF LIGHT MEDIUM 7.5 PSF. / SHELF MEDIUM 10 PSF. 1 SHELF MEDIUM KEAVY 12.5 PSF. / SHELF HEAVY 20 PSF. / SHELF LIGHT 5 PSF/SHELF UNIT FEET KIP JOINT COORDINATES 1 0 0 0; 2 0 0.1927 0; 3 0 3.3594 0; 4 0 6.6927 0; 5 0 9.8594 0 6 0 10 0; 7 1.4426 0 0; 8 1.4426 0.1927 0; 9 1.4426 3.3594 0 10 1.4426 6.6927 0; 11 1.4426 9.8594 0; 12 1.4426 10 0; 13 2.8852 0 0 14 2.8852 0.1927 0; 15 2.8852 3.3594 0; 16 2.8852 6.6927 0 17 2.8852 9.8594 0; 18 2.8852 10 0; 19 0.0728 0.1927 0 20 1.3124 0.1927 0; 21 0.0728 3.3594 0; 22 1.3124 3.3594 0 23 0.0728 6.6927 0; 24 1.3124 6.6927 0; 25 0.0728 9.8594 0 26 1.3124 9.8594 0; 27 1.5728 0.1927 0; 28 2.8124 0.1927 0 29 1.5728 3.3594 0; 30 2.8124 3.3594 0; 31 1.5728 6.6927 0 32 2.8124 6.6927 0; 33 1.5728 9.8594 0; 34 2.8124 9.8594 0 MEMBER INCIDENCES 112;223;334;445;556; 678;789;8910;91011 C:\My Documents\Castlebrook Barns\examples\LN1018DT.anl Page 1 of 5 Wednesday, December 17, 2003, 08:43 AM STAAD PLANE -- PAGE NO. 2 42. 43. 44. 45. 46. 47. 48. 49. 50. 51. 52. 53. 54. 55. 56. 57. 58. 59. 60. 61. 62. 63. 64. 65. 66. 67. 68, 69. 70. 71. 72. 73. 74. 75. 76. 77. 78. 79. 80. 81. 82. 10 11 12; 11 13 14; 12 14 15; 13 15 16; 14 16 17; 15 17 18; 16 19 20 17 21 22; 18 23 24; 19 25 26; 20 27 28; 21 29 30; 22 31 32; 23 33 34 24 2 19; 25 8 20; 26 8 27; 27 14 28; 28 3 21; 29 9 22; 30 9 29 31 15 30; 32 4 23; 33 10 24; 34 10 31; 35 16 32; 36 5 25; 37 11 26 38 11 33; 39 17 34; 40 6 12; 41 12 18 ELEMENT INCIDENCES SHELL 42 2 3 9 8; 43 8 9 15 14; 44 3 4 10 9; 45 9 10 16 15; 46 4 5 11 10 47 10 11 17 16 UNIT INCHES KIP MEMBER PROPERTY AMERICAN * EXTERIOR LEGS 1 TO 5 11 TO 15 PRIS AX 1.723 IY 0.2557 IZ 0.3149 * INTERIOR LEG 6 TO 10 PRIS AX 3.445 IY 0.5114 IZ 2.2631 * X-ARMS 16 TO 23 PRIS AX 2.1088 IY 0.2747 IZ 0.5006 * TONGUES 24 TO 39 PRIS AX 0.6328 IY 0.0074 IZ 0.150? * TOP STRUT 40 41 PRIS AX 2.25 IY 0.4219 IZ 0.4219 MEMBER TRUSS 40 41 ELEMENT PROPERTY 42 TO 47 THICKNESS 0.375 ELEMENT RELEASE 42 TO 47 J1 MX MY 42 TO 47 J2 MX MY 42 TO 47 J3 MX MY 42 TO 41 J4 MX MY MEMBER OFFSET 25 26 29 30 33 34 37 38 START 0.0574 0 0 CONSTANTS E 1600 MEMB 1 TO 41 E 1800 MEMB 42 TO 47 DENSITY 2.0253-005 ALL UNIT FEET KIP SUPPORTS 1 13 PINNED 7 FIXED BUT FX MY MZ *12 FIXED BUT FY MY MZ LOAD 1 DEAD LOAD STYLES ONLY WARNING : IT IS ADVISABLE TO ANALYZE THIS STRUCTURE USING THE COMMAND STAAD SPACE INSTEAD OF STAAD PLANE. 83. 84. 85. 86. 87. 88. 89. 90. 91. 92. 93. SELFWEIGHT Y -1 LOAD 2 DEAD LOAD 14 EMPTY SHELVES MEMBER LOAD 1 TO 5 11 TO 15 UNI GY -0.0051 6 TO 10 UNI GY -0.0102 LOAD 3 VERTICAL LIVE LOAD 12 SHELVES LOADED MEMBER LOAD 1 TO 5 11 TO 15 UNI GY -0.009 6 TO 10 UNI GY -0.018 LOAD 4 VERTICAL LIVE LOAD TOP 1/3 SHELVES ONLY MEMBER LOAD C:\My Docurnents\Castlebrook Barns\exarnples\LNI018DT.anl Page 2 of 5 Wednesday, December 17, 2003, 08:43 AM _____I_ ~. - STAAD PLANE -- PAGE NO. 3 94. 95. 96. 97. 98. 99. 100. 101. 102. 103. 104. 105. 106. 107. 108. 109. 110. 111. 112. 113. 114. 115. 116. 117. 118. 119. 120. 121. 122. 123. 124. 125. 126. 127. 128. 129. 130. 131. 132. 133. 134. 135. 136. 137. 138. 139. 140. 141. 142. 143. 144. 145. 146. 147. 148. 149. 4 14 UNI GY -0.009 5 15 UNI GY -0.009 9 UNI GY -0.018 10 UNI GY -0.018 * LATERAL LOADS FOR PRIMARY LOAD CASES ARE BASED ON SEISMIC ZONE 4 * ADJUSTMENTS FOR OTHER ZONES ARE MADE IN COMBINATION LOADS LOAD 5 LAT LOAD LEFT, STILE ONLY SELFWEIGHT X -0.393 LOAD 6 LAT LOAD LEFT SELF WEIGHT ALL 14 SHELVES EMPTY MEMBER LOAD 1 TO 10 UNI GX -0.00221 1 6 TRAP GX 0 -7E-005 2 7 TRAP GX -7E-005 -0.00121 3 8 TRAP GX -0.00121 -0.00241 4 9 TRAP GX -0.00241 -0,00355 5 10 TRAP GX -0.00355 -0.0036 * LOADS FROM 0 ADJ. DBL. UNITS *12 FX -0.03 LOAD 7 LAT LOAD LEFT 12 SHELVES LOADED ' MEMBER LOAD 1 TO 10 UNI GX -0.0039 1 6 TRAP GX 0 -0.00012 2 7 TRAP GX -0.00012 -0.00213 3 8 TRAP GX -0.00213 -0.0043 4 9 TRAP GX -0.0043 -0.00626 5 10 TRAP GX -0.00626 -0.00635 * LOADS FROM 0 ADJ. DBL. UNITS *12 FX -0.09 LOAD 8 LATERAL FROM LIVE LOAD TOP 113 SHELVES FULL MEMBER LOAD 4 9 UNI GX -0.0039 5 10 UNI GX -0.0039 4 9 TRAP GX 0 -0.0056 5 10 TRAP GX -0.0056 -0.00632 * LOADS FROM 0 ADJ. DBL. UNITS *12 FX -0.06 LOAD COMB 9 DEAD LOAD RACK t SHELVES 1 1.0 2 1.0 3 1.0 LOAD COMB 10 DEAD t LIVE t LAT LEFT (ALL SHELVES FULL] * FOR SEISMIC ZONE 4 1 0.9 2 0.9 3 0.75 5 0.75 6 0.75 7 0.75 * FOR SEISMIC ZONE 3 * 1 0.9 2 0.9 3 0.75 5 0.563 6 0.563 7 0.563 * FOR SEISMIC ZONE 2B * 1 0.9 2 0.9 3 0.75 5 0.375 6 0.375 7 0.375 * FOR SEISMIC ZONE 2A * 10.9 2 0.9 3 0.75 5 0.281 6 0.281 7 0.281 * FOR SEISMIC ZONE 1 * 1 0.9 2 0.9 3 0.75 5 0.141 6 0.141 7 0.141 LOAD COMB 11 DEAD t (LIVE -LAT TOP 1/3 ONLY) * FOR SEISMIC ZONE 4 1 0.9 2 0.9 4 0.75 5 0.75 6 0.75 8 0.75 * FOR SEISMIC ZONE 3 * 1 0.9 2 0.9 4 0.75 5 0.563 6 0.563 8 0.563 * FOR SEISMIC ZONE 4 * 10.9 2 0.9 4 0.75 5 0.75 6 0.75 d 0.75 C:\My Documents\Castlebrook Barns\examples\LNZOISDT.anl Page 3 of 5 Wednesday, December 17, 2003, 08:43 AM ___ _____________ _______ STAAD PLANE -- PAGE NO. 4 < .' 150. * FOR SEISMIC ZONE 2B 151. * 1 0.9 2 0.9 4 0.75 5 0.375 6 0.375 8 0.375 152. * FOR SEISMIC ZONE 1 153. * 1 0.9 2 0.9 4 0.75 5 0.141 6 0.141 8 0.141 154. * NEXT 2 LOAD CASES ARE FOR SUPPORT ANCHORAGE DESIGN ONLY 155. LOAD COMB 12 (DEAD + FULL LIVE t LAT LEFT) X 1.5 156. * FOR SEISMIC ZONE 4 157. 1 0.9 2 0.9 3 0.75 5 1.125 6 1.125 7 1.125 158. * FOR SEISMIC ZONE 3 159. * 1 0.9 2 0.9 4 0.75 5 0.845 6 0.845 8 0.845 160. * FOR SEISMIC ZONE 4 161. * 1 0.9 2 0.9 3 0.75 5 1.125 6 1.125 7 1.125 162. * FOR SEISMIC ZONE 2B 163. * 1 0.9 2 0.9 3 0.75 5 0.563 6 0.563 7 0.563 164. * FOR SEISMIC ZONE 2A 165. * 1 0.9 2 0.9 3 0.75 5 0.422 6 0.422 7 0.422 166. * FOR SEISMIC ZONE 1 167. * 1 0.9 2 0.9 3 0.75 5 0.212 6 0.212 7 0.2J2 168. LOAD COMB 13 (DEAD f LIVE AND LAT TOP 1/3 ONLY) X 1.5 169. * FOR SEISMIC ZONE 4 170. 1 0.9 2 0.9 4 0.75 5 1.125 6 1.125 8 1.125 171. * FOR SEISMIC ZONE 3 172. * 1 0.9 2 0.9 4 0.75 5 0.845 6 0.845 8 0.845 173. * FOR SEISMIC ZONE 2B 174. * 1 0.9 2 0.9 4 0.75 5 0.563 6 0.563 8 0.563 175. * FOR SEISMIC ZONE 2A 176. * 1 0.9 2 0.9 4 0.75 5 0.422 6 0.422 8 0.422 177. FOR SEISMIC ZONE 1 178. * 1 0.9 2 0.9 4 0.75 5 0.212 6 0.212 8 0.212 179. PERFORM ANALYSIS (1 f **waRNII.IG** THE POISSON'S RATIO HAS HOT BEEN SPECIFIED FOR ONE OR MOEU3 NEM8eRS/ELEMENTS/SOLIDS. THE DEFAULT VALUE HAS BEEN SET FOR THE SAME. NUMBER OF JOINTS/MEMBER+ELEMENTS/SUPPORTS = 34/ 47/ 3 TOTAL PRIMARY LOAD CASES = 8, TOTAL DEGREES OF FReEDaM = 97 REQRD/A~IL. DISK SPACE = 12.2/ 10649.5 MB, EXMEM = 1503.8 MB ORIGINAL/FINAL W-WIDTHP 22/ 12/ 37 DOF SIZE OF STIFFNESS MATRIX = 4 DOUBLE KILO-WORDS 180. LOAD LIST 9 TO 12 181. * PRINT MEMBER FORCES 182. * PRINT ANALYSIS RESULTS 183. * LOAD LIST ALL 184. PRINT SUPPORT REACTION C: \My Documents \Cas tlebrook Barns \examples \LNlO18DT. an1 ~ ~~ Page 4 of 5 Wednesday, December 17, 2003, 08:43 AM STMD PLANE -- PAGE NO. 5 JOINT LOAD FORCE-X FORCE-Y FORCE-Z MOM-X MOM-Y MOM2 19 10 11 12 13 9 10 11 12 79 10 11 12 0.01 0.10 0.06 0.15 -0.01 0.08 0.05 0.12 0.00 0.00 0.00 0.00 0.15 0.48 ,' 0-166) 0.15 0 .33 -0.24 0.26 0.16 0.26 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.. 00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 185. FINISH **** DATE= DEC 17,2003 TIME= 8:43:32 **** ......................................................... * For questions on STMD.Pro, please contact : * * By Email - North America : support@reiusa.com * * By Email - International : support@reiworld.com * * Tel. (USA) : 714-974-2500 ; Fax (USA) : 714-974-4771 * ......................................................... 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 C: \My Documents \Castlebrook Barns \examples \LNZOZ8DT. an1 Page 5 of 5 ha b 1 ('s - JOE mr. BY- JOHN H. HAIGH & ASSOC., INC. STRUCTURAL ENGINEERS PASADENA. CA 91 101 LUrJOM Mm L2 /16 (0% 479 S. MARENGO AVE SUITE A (626) 3957451 w. ? January 15,2004 City of Carlsbad Building Dept. Carlsbad, CA. RE: Talbots #509, Carlsbad, CA. To Whom It May Concern: The attached drawings are for clarification of the position of the Lundia Mobile Storage System only. There have been numerous changes, however the stockroom area has remained as drawn. If you need further clarification you can call me direct at 800-726-9663, X8 114 or you can fax your questions to 800-869-9663. Sincerely Mike Snyder, Installation Manager MI1 Fixture Group, Lundia Div. 600 Capitol Way Jacksonville, IL. 62650 STRUCTURAL CALCULATIONS FOR IO' X 4' X 18" DOUBLE MOBILE UNITS ..................... PROJECT TALBOTS #509 CARLSBAD, CA. ..................... CLIENT LUNDIA 600 CAPITOL WAY JACKSONVILLE, IL. 62650-1 096 ....................... JHA PROJECT NO. 03-103-13 1211 8103 JOHN H. UGH & ASSOCIATES, INC. Structural Engineers 479 S. Marengo Ave., Suite A ;Pasadena, CA 91 101 Phone: (626) 395-7451 Fax: (626) 395-7454 I JOHN H. HAIGH & ASSOCIATES, INC. --CALCULATION INDEX-- JHA #: Structural Engineers BY: AR 479 S. Marengo Ave., Suite A Pasadena, CA 91 101 Ph: (626) 395-7451 Fx: (626) 395-7454 (PROJECT NAME & LOCATION) I CALCULATION INDEX TITLE SHEET CALCULATION INDEX SHELVING CONFIGURATIONS SHELVING COMF'ONET SECTION PROPERTIES DESIGN LOADS 10x4~ 18" SINGLE UNIT (HEIGHT X WIDTH X DEPTH) (TYPE OF UNIT) UNIT (HEIGHT X WIDTH X DEPTH) (TYPE OF UNIT) UNIT (HEIGHT X WIDTH X DEPTH) (TYPE OF UNIT) COMPUTER ANALYSIS OF SHELVING FRAMES 10 X 4 X 18" DOUBLE MOBILE UNIT (HEIGHT X WIDTH X DEPTH) (TYPE OF UNIT) UNIT (HEIGHT X WIDTH X DEPTH) (TYPE OF UNIT) UNIT (HEIGHT X WIDTH X DEPTH) (TYPE OF UNIT) INTERNAL CHECK CHECK OF WALL ANCHORAGES FOR CHECK OVERTURNING OF MOBILE UNITS SHELVING B C D JOI-IN M. YAIGH & ASSOC., INC JOB NO. LUNDIA SHELVING BY STRUCTURAL ENGINEERS 479 S. MARENGO AVE. SUITE A PASADENA, CA. 91101 DATE SH. __ 3 OF (818) 395-7451 MSOfficd Winword/ClienuZundialCALCS_ 1A.DOC I ll Structural En pineem 3Y: Part AREA( n” Y AY Yi Y2 AY2 Io A 1.3125 x .9375 = 1.230469 1.09375 1.34583 .2198 -0483 .05945 .09012 B .125 x .46875 = .OM9 S625 .032957 .3 114 .096992 .00568 .OOOOS B DO .05859 S625 .032957 .3 114 .096992 .00568 .00008 c1 .5 x.375 = :1875 .25 -046875 .62393 I .38929 I .07299 I .00391 I 0 SHEET: I ofA 479 S. Marengo Ave., Suite Pasadena, CA 9 1 10 1 (626) 395-7451 (626) 395-7454 (PROJECT NAME & LOCATION) I c I’ I Note: Primary Lateral Load cases are set up for Seismic Zone 4; adjustments for other zones are made in frame analysis load combinations. 1.7226 1.505491 .2 1679 .099 18 SRELJTNG COMPONENT SECTION PROPERTIES CROSS RAIL W/ TONGUE LEG PROPERTlES - about X-& IC2 I DO .1875 1 .25 I .046875 1 .62393 1 .38929 1 .07299 1 .00391 I I c - y = 1.505494 = 0.873936 yz = 0.688564 sx, = sx?_ = A=I 1.72266 31488 = 0.3603 .873 93 6 31488 = 0.45723 .68S564 TONGUE SECT. .6875 x.375 = 0.6325 S = 275 x = 1.68752 = 0.178 6 I, = 375 x 1.6875’ = 0.150 12 .21679 C 0.31488 CROSS RAIL, A = 1.6875 x 1.25 = 2.1094 S = 1.25 x 1.68752 = 0.5932 6 Ix = 1.25 x 1.6875‘ = 0.5006 12 JOHN H. HAHGH & ASSOCUTZS. INC. SHELVING JHA f: i I Struciurai Engineers BY: 479 S. Marengo Ave., Suite A Pasadena, CA 91 101 DATE: -1 SHEET: (626) 395-7451 (626) 395-7454 (PROJECT XAME & LOCATION) SHELVING COMPONENT SECTION PROPERTIES Part AREA X x2 Ax2 Io C 0.25569 - CXECKTONGUE CHECK CROSS RPJL 1, = Zx 1.6875’ = 0.15017 Ix = ax 1.68753 = 0.50056 12 12 Iy = 0.007416 4 = 375 x 1.6875 = 0.6328 Iy = 27465 A = 2.10875 E’ = 1.6~ 10’ S = 0.29663 DENSITY = 35 = 2.025E-’ 1728 x 1000 C lient/Lundia/CAL CS-;A.DOC JOHN H. WGH & ASSOCUmS. INC. SHELVING JHA 8: i Structural Engineers BY: I 479 S. iblarengo Ave.. Suite A DATE: PART P-1 w Pasadena, CA 9 1 10 1 (626) 395-7451 (626) 395-7454 AREA Y Y2 AY2 Io 1.72266 .68854 .47408 .81669 -31488 SHEET: 3 ofA I (PROJECT NAME & LOCATION) (CLIENT: 2 I' 9 Note: Pnmary Lateral Load cases are set up for Seismic Zone 4; adjustments for other zones are made in fime analysis load combinations. SHELVING COMFONENT SECTION PROPERTIES CHECK SECTION PROPERTIES DOUBLE BACK TO BACK LEG B €3 - LEG PROPERTIES I P-2 I 1.72266 I .68854 1 -47408 I .81669 I 31488 I IC I 3.44532 1 I 1 1.6334 1 .62776 1 L 1.6334 C. 2.2631 2.263 1 I s=- C 1.5625 = 1.4484 - - JHA #: 1211 7103 DATE: SHEET: JOHN H. HAIGH & ASSOCIATES. INC. Structural Engineers 479 S. Marengo Ave., Suite A Pasadena, CA 91 101 LOAD CRITERIA (626) 395-7451 (626) 395-7454 (PROJECT NAME & LOCATION) Note: primary lateral load cases are set up for seismic zone 4; adjustments for other seismic zones are made in frame analysis load combinations. TYPICAL SHELF LOADING CRITERIA IO'-"' x 4'-0" x 18" SHELVING STILE Self Weight Picked Up By Computer VERTICAL LOADS- Shelves: 9 shelves 8 loaded 4~1.5~314112 x 35 = 13.125 x 9ea. = 118.20 # 130.00 # Misc @ 10% = 11.80 LoadILeg = 130 12 = 65 # I Leg I 10 = 6.5 # I ft. STORED PRODUCTS Light = 3.75 psfIShelf 1.5 x 4 = 6.0 Sq. Ft x 3.75 psf = 22.5 #I Shelf x 8 Shelves = 130 # 18012 = 90#lLeg I10 = 9.0#ift. LATERAL LOADS Seismic Zone: 1 2A 2B 3 4 0 0 0 0 (X) Level of Shelving: at grade above grade Code sect. UBC 1630.2.1 V = ((2.5 x .44) 14) W = (0.275/ 1.4) W = 0.196W NOTE: 1 .) CH. 22 Div. X Requires the CG of load to be 15% above actual center of mass. For this to happen Wb = 2.63 Wa 2.) Lat. Load acts against 1 Leg Only EMPTY SHELVES Wa + 2.63 Wa 10 12 = .196~130 = 25.48 # Wa = 1.404 Wb = 3.692 2.289 I 10 = .229 # 1 Ft. STORED PRODUCTS (All Shelves) Wa + 2.63 Wa 10 12 = .196x 180 Wa = 1.943 Wb = 5.112 3.169 I10 = .317 #I Ft. = 35.28 # STORED PRODUCTS (Top 113 ) Wa + 2.63 Wa 1013 (1/2) = .I96 x 180 13 = 11.76 # Wa = 1.943 Wb = 5.112 3.169 13.333 = 0.95 # I Ft. Wednesday, December 17, 2003, 08:43 AM PAGE NO. 1 .................................................... * * STAAD. Pro * * Version 2002 Bld 1005.US * * Proprietary Program of * * Research Engineers, Intl. * * Date= DEC 17, 2003 * * Time= 0: 43: 20 * * USER ID: JOHN €I. HAIGA -ASSOC. INC. * * .................................................... 1. STAAD PLANE 2. START JOB INFORMATION 3. JOB NAME TALBOTS TEMECULA 4. JOB CLIENT LUNDIA 5. JOB NO 102-103-22 6. JOB PART MOVABLE SHELVING 7. ENGINEER NAME AR 8. ENGINEER DATE 26-MAY-02 9. END JOB INFORMATION 10. * PROJECT: 11. * ADDRESS 12. * PROJECT NO: 13. * SHELVING CONFIGURATION: 14. * 15. * 16. * 17. * SEISMIC ZONE: 18. * LEVEL OF INSTALLATION: 19. * DESIGN CRITERIA: 20. * CRITERIA THIS PROJECT 21. * SHELF LOADING: 22. * 23. * 24. * 25. * 26. * 27. * THIS PROJECT 28. UNIT FEET KIP 29. JOINT COORDINATES TALBOT'S # 509 CARLSBAD, CA. 03-103-13 LUNDIA 10' X 4' X 18" DBL. FRAME WITH OUT UT SUPPORT @ TOP RITH SHEAR PANELS AND LOAD FROM 0 ADJ. DBL. UNITS (X)4; ( )3 ; ( )2B; ( )2A; ( 11; ( IRMI N.A. 1997 UBC CHAP 1630.2 LIGHT CLOTHING/ LINENS 3.75 PSF. / SHELF LIGHT 5 PSF. / SHELF LIGHT MEDIUM 7.5 PSF. / SHELF MEDIUM 10 PSF. / SHELF MEDIUM HEAVY 12.5 PSF. / SHELF HEAVY 20 PSF. / SHELF LIGHT 5 PSF/SHELF TJBC CHAPTER 16 - 22 DIV X RMI SPEC. JUNE 1990 30. 1 0 0 0; 2 0 0.1927 0; 3 0 3.3594 0; 4 0 6.6927 0; 5 0 9.8594 0 31. 6 0 10 0; 7 1.4426 0 0; 8 1.4426 0.1927 0; 9 1.4426 3.3594 0 32. 10 1.4426 6.6927 0; 11 1.4426 9.8594 0; 12 1.4426 10 0; 13 2.8852 0 0 33. 14 2.8852 0.1927 0; 15 2.8852 3.3594 0; 16 2.8852 6.6927 0 34. 17 2.8852 9.8594 0; 18 2.8852 10 0; 19 0.0728 0.1927 0 35. 20 1.3124 0.1927 0; 21 0.0728 3.3594 0; 22 1.3124 3.3594 0 36. 23 0.0728 6.6927 0; 24 1.3124 6.6927 0; 25 0.0728 9.8594 0 37. 26 1.3124 9.8594 0; 27 1.5728 0.1927 0; 28 2.8124 0.1927 0 38. 29 1.5728 3.3594 0; 30 2.8124 3.3594 0; 31 1.5728 6.6927 0 39. 32 2.8124 6.6927 0; 33 1.5728 9.8594 0; 34 2.8124 9.8594 0 40. MEMBER INCIDENCES 41. 1 1 2; 2 2 3; 3 3 4; 4 4 5; 5 5 6; 6 7 8; 7 8 9; 8 9 10; 9 10 11 C: \My Documents \Castlebrook Barns \examples \ LNl018DT. an1 Page 1 of 5 Wednesday, Cecember 17, 2003, 08:43 AM STAAD PLANE -- PAGE NO. 2 42. 43. 44. 45. 46. 47. 48. 49. 50. 51. 52. 53. 54. 55. 56. 57. 58. 59. 60. 61. 62. 63. 64. 65. 66. 67. 68. 69. 70. 71. 72. 73. 74. 75. 76. 77. 78. 79. 80. 81. 82. 10 11 12; 11 13 14; 12 14 15; 13 15 16; 14 16 17; 15 17 18; 16 19 20 17 21 22; 18 23 24; 19 25 26; 20 27 28; 21 29 30; 22 31 32; 23 33 34 24 2 19; 25 8 20; 26 8 27; 27 14 28; 28 3 21; 29 9 22; 30 9 29 31 15 30; 32 4 23; 33 10 24; 34 10 31; 35 16 32; 36 5 25; 37 11 26 38 11 33; 39 17 34; 40 6 12; 41 12 18 ELEMENT INCIDENCES SHELL 42 2 3 9 8; 43 8 9 15 14; 44 3 4 10 9; 45 9 10 16 15; 46 4 5 11 10 47 10 11 17 16 UNIT INCHES KIP MEMBER PROPERTY AMERICAN * EXTERIOR LEGS 1 TO 5 11 TO 15 PRIS AX 1.723 IY 0.2557 I2 0.3149 * INTERIOR LEG 6 TO 10 PRIS AX 3.445 IY 0.5114 I2 2.2631 * x-ARMS 16 TO 23 PRIS AX 2.1088 IY 0.2747 IZ 0.5006 * TONGUES 24 TO 39 PRIS AX 0.6328 IY 0.0074 I2 0.1502 * TOP STRUT 40 41 PRIS AX 2.25 IY 0.4219 I2 0.4219 MEMBER TRUSS 40 41 ELEMENT PROPERTY 42 TO 47 THICKNESS 0.375 ELEMENT RELEASE 42 TO 47 J1 MX MY 42 TO 47 J2 MX MY 42 TO 47 J3 MX MY 42 TO 47 34 MX MY MEMBER OFFSET 25 26 29 30 33 34 CONSTANTS 37 38 START 0.0574 0 0 E 1600 MEMB 1 TO 41 E 1800 MEMB 42 TO 47 DENSITY 2.0253-005 ALL UNIT FEET KIP SUPPORTS 1 13 PINNED 7 FIXED BUT FX MY MZ *12 FIXED BUT FY MY MZ LOAD 1 DEAD LOAD STYLES ONLY WARNING : IT IS ADVISABLE TO ANALYZE THIS STRUCTURE USING THE COMMAND STAAD SPACE INSTEAD OF STAAD PLANE. 83. 84. 85. 86. 87. 88. 89. 90. 91. 92. 93. SELFWEIGHT Y -1 LOAD 2 DEAD LOAD 14 EMPTY SHELVES MEMBER LOAD 1 TO 5 11 TO 15 UNI GY -0.0051 6 TO 10 UNI GY -0.0102 LOAD 3 VERTICAL LIVE LOAD 12 SHELVES LOADED MEMBER LOAD 1 TO 5 11 TO 15 UNI GY -0.009 6 TO 10 UNI GY -0.018 LOAD 4 VERTICAL LIVE LOAD TOP 1/3 SHELVES ONLY MEMBER LOAD i .- C: \My Documents \Cas tlebrook Barns \examples \ LNlO18DT. an1 Page 2 of 5 Wednesday, December 17, 2003, 08:43 AM STUD PLANE -- PAGE NO. 3 94. 95. 96. 97. 98. 99. 100. 101. 102. 103 I 104. 105. 106. 107, 108. 109. 110. 111. 112. 113. 114. 115. 116. 117. 118. 119. 120. 121. 122. 123. 124. 125. 126. 127. 128. 129. 130. 131. 132. 133. 134. 135. 136. 137. 138. 139. 140. 141. 142. 143. 144. 145. 146. 147. 148. 149. 4 14 UNI GY -0.009 5 15 UNI GY -0.009 9 UNI GY -0.018 10 UNI GY -0.018 * LATERAL LOADS FOR PRIMARY LOAD CASES ARE BASED ON SEISMIC ZONE 4 * ADJUSTMENTS FOR OTHER ZONES ARE MADE IN COMBINATION LOADS LOAD 5 LAT LOAD LEFT, STILE ONLY SELFWEIGHT X -0.393 LOAD 6 LAT LOAD LEFT SELF WEIGHT ALL 14 SHELVES EMPTY MEMBER LOAD 1 TO 10 UNI GX -0.00221 1 6 TRAP GX 0 -7E-005 2 7 TRAP GX -7E-005 -0.00121 3 8 TRAP GX -0.00121 -0.00241 4 9 TRAP GX -0.00241 -0.00355 5 10 TRAP GX -0.00355 -0.0036 * LOADS FROM 0 ADJ. DBL. UNITS *12 FX -0.03 LOAD 7 LAT LOAD LEFT 12 SHELVES LOADED MEMBER LOAD 1 TO 10 UNI GX -0.0039 1 6 TRAP GX 0 -0.00012 2 7 TRAP GX -0.00012 -0.00213 3 8 TRAP GX -0.00213 -0.0043 4 9 TRAP GX -0.0043 -0.00626 5 10 TRAP GX -0.00626 -0.00635 * LOADS FROM 0 ADJ. DBL. UNITS *12 FX -0.09 LOAD 8 LATERAL FROM LIVE LOAD TOP 1/3 SHELVES FULL MEMBER LOAD 4 9 UNI GX -0.0039 5 10 UNI GX -0.0039 4 9 TRAP GX 0 -0.0056 5 10 TRAP GX -0.0056 -0.00632 * LOADS FROM 0 ADJ. DBL. UNITS *12 FX -0.06 LOAD COMB 9 DEAD LOAD RACK + SHELVES 1 1.0 2 1.0 3 1.0 LOAD COMB 10 DEAD + LIVE + LAT LEFT (ALL SHELVES FULL) * FOR SEISMIC ZONE 4 1 0.9 2 0.9 3 0.75 5 0.75 6 0.75 7 0.75 * FOR SEISMIC ZONE 3 * 1 0.9 2 0.9 3 0.75 5 0.563 6 0.563 7 0.563 * FOR SEISMIC ZONE 2B * 1 0.9 2 0.9 3 0.75 5 0.375 6 0.375 7 0.375 * FOR SEISMIC ZONE 2A * 1 0.9 2 0.9 3 0.75 5 0.281 6 0.281 7 0.281 FOR SEISMIC ZONE 1 * 1 0.9 2 0.9 3 0.75 5 0.141 6 0.141 7 0.141 LOAD COMB 11 DEAD t (LIVE -LAT TOP 1/3 ONLY) * FOR SEISMIC ZONE 4 1 0.9 2 0.9 4 0.75 5 0.75 6 0.75 8 0.75 * FOR SEISMIC ZONE 3 * 1 0.9 2 0.9 4 0.75 5 0.563 6 0.563 8 0.563 * FOR SEISMIC ZONE 4 * 1 0.9 2 0.9 4 0.75 5 0.75 6 0.75 8 0.75 C: \My Documents\Castlebrook Barns\examples\LNl018DT.anl Page 3 of 5 Wednesday, December 17, 2003, 08:43 AM STUD PLANE -- PAGE NO. 4 150. * FOR SEISMIC ZONE 2B 151. * 10.9 2 0.9 4 0.75 5 0.375 6 0.375 8 0.375 152. * FOR SEISMIC ZONE 1 153. * 1 0.9 2 0.9 4 0.75 5 0.141 6 0.141 8 0.141 154. * NEXT 2 LOAD CASES ARE FOR SUPPORT ANCHORAGE DESIGN ONLY 155. LOAD COMB 12 (DEAD + FULL LIVE + LAT LEFT) X 1.5 156. * FOR SEISMIC ZONE 4 157. 1 0.9 2 0.9 3 0.75.5 1.125 6 1.125 7 1.125 158. * FOR SEISMIC ZONE 3 159. * 1 0.9 2 0.9 4 0.75 5 0.845 6 0.845 8 0.845 160. * FOR SEISMIC ZONE 4 161. * 1 0.9 2 0.9 3 0.75 5 1.125 6 1.125 7 1.125 162. * FOR SEISMIC ZONE 2B 163. * 10.9 2 0.9 3 0.75 5 0.563 6 0.563 7 0.563 164. * FOR SEISMIC ZONE 2A 165. * 1 0.9 2 0.9 3 0.75 5 0.422 6 0.422 7 0.422 166. * FOR SEISMIC ZONE 1 167. * 10.9 2 0.9 3 0.75 5 0.212 6 0.212 7 0.212 168. LOAD COMB 13 (DEAD + LIVE AND LAT TOP 1/3 ONLY) X 1.5 169. * FOR SEISMIC ZONE 4 170. 10.9 2 0.9 4 0.15 5 1.125 6 1.125 8 1.125 171. * FOR SEISMIC ZONE 3 172. * 10.9 2 0.9 4 0.75 5 0.845 6 0.845 8 0.845 173. * FOR SEISMIC ZONE 2B 174. * 10.9 2 0.9 4 0.75 5 0.563 6 0.563 8 0.563 175. * FOR SEISMIC ZONE 2A 176. * 10.9 2 0.9 4 0.75 5 0.422 6 0.422 8 0.422 177. * FOR SEISMIC ZONE 1 178. * 10.9 2 0.9 4 0.75 5 0.212 6 0.212 8 0.212 179. PERFORM ANALYSIS **WARNING** TKE TOISSCN'S RATIO WAS NOT BEEN SPECIFIED FOR ONE OR MORF: MEMBERS/E~TS/SOLIDS. THE DEFAULT VALUE HAS BEEN SET FOR THE SAME NUMBER OF JOINTS/MEMBER+ELEMENTS/SUPPORTS = 34/ 47/ 3 ORIGINAL/FIN?iL W-WIDTHt 22/ 121 37 DOF TOTAL PRIMARY LOAD CASES = 8, TOTAL DEGREES OF FREEDOM = 97 SIZE OF STIFFNESS MATRIX = 4DouBLE KILO-WORDS REQRD/AVAIL. DISK SPACE = 12.21 10649.5 MB, EXMEM = 1503.8 ME 180. LOAD LIST 9 TO 12 181. * PRINT MEMBER FORCES 182. * PRINT ANALYSIS RESULTS 183. * LOAD LIST ALL 184. PRINT SUPPORT REACTION C: \My Documents \ Cas tlebrook Barns \ examples \ LNZOl8DT. an1 Page 4 of 5 Wednesday, December 17, 2003, 08:43 AM STAAD PLANE -- PAGE NO. 5 -UNIT KIP FEET STRUCTURE TYPE = PLANE JOINT LOAD FORCE-X FORCE-Y FORCE-2 19 10 11 12 13 9 10 11 12 79 10 11 12 0.01 0.10 0.06 0.15 -0.01 0.08 0.05 0.12 0.00 0.00 0.00 0.00 0.15 0.48 0.33 0.66 0.15 -0.24 -0.17 L3-m /---- 0.32' 0.26 0.16 0.26 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 M3M-X 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.QO 0.00 0.00 0.00 MGM-Y 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 185. FINISH .............................................................. * For questions on STAAD.Pr0, please contact : * * By Email - North America : support@reiusa.com * * By Email - International : support@reiworld.com * * Tel. (USA) : 714-974-2500 : Fax (USA) : 714-974-4771 * ......................................................... -2 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 C: \My Documents\Castlebrook Barns\examples\LNl018DT.anl Page 5 of 5 ,,v3 12:23PM STATE COMPENSATION F e NO. 272 P. 3 'e .. ... .- .."-' flmATE COM PE NSATlO N P-0. BOX 420807, SAN FRANCISCO, CA 94142-0807 IN SUR AN 0 E Fu N D CERTIFICATE OF WORKERS' COMPENSATION INSURANCE DECEHSER 3, 2803 r TALBOT'S HISSES PETITES6509 THE FORUM AT 1766664 - 03 12-1-04 POLICY NUMBER: CERTIFICATE WPIRES: CARISBAD CA 92509 L This is to certify that we have issued a valid Woi ..w Compensation insur-.ice policy Insurance Commissioner to the employer named below for the policy period indicatsd. - 7 a form approvet by the California This policy is not subject to cancellation by ths Fund except upon ten days' advance written notice to the emplayer. We will also give you TEN days' advance notice should this policy be cancelled prior to its normal expiration. This certificate of insurance is not an insurance policy and does not amend, extend or alter the coverage afforded by the policies listed herein. Notwithstanding any reguirbment. term, or condition of any contract or other document with respect to which this certificate of insurance may be issued of may pertain, the insurance afforded by the policies described herein is subject ta all the terms, exclusions and conditions of such policies. AUTHORIZED REPRESENTATIVE e. PRESIDENT EWLOYER'S LfABfLXTY LIKIT LECLUDIffi DEFEbtSs COSTS: SIpB08p0QB PER OCCURRENCE. EMPLOYER r RUSSELL CRAm BUILD6Rf3, INCn 18001 P. 79m Am., SUITE #C-63 GLERDALE AZ m3aa t