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Home My WebLink About1923 CALLE BARCELONA; 139; CB040539; Permitc.6 33 930 City of Carlsbad 06-1 5-2004 Job Address: Permit Type: Parcel No: Valuation: Occupancy Group: Project Title: Applicant: 1635 Faraday Av Carlsbad, CA 92008 Building Inspection Request Line (760) 602-2725 Commercial/lndustriaI Permit Permit No: CB040539 MCMAHON MARY BETH 2458 DUPONT DRIVE IRVINE 92612 949 833-1930 1923 CALLE BARCELONA CBAD St: 139 TI Sub Type: COMM Lot #: 0 Status: ISSUED $136,500.00 Construction Type: NEW Applied: 02/18/2004 JOS. A. BANK. Plan Approved: 06/15/2004 4,550 SF SHELL TO RETAIL Issued: 0611 512004 Reference #: Entered By: MDP Inspect Area : Plan Check#: 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 $660.52 $0.00 $429.34 $0'00 $0.00 $28.67 $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) $0.00 $0.00 $0.00 $0.00 $2,484.30 $0.00 4387 06/l!5/0.6 02 License Tax License Tax (CFD Fund) Traffic ImPact Fee 3484 47 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 $1 04.00 $1 10.00 $102.00 $0.00 $0.00 $0.00 $0.00 $3,918.83 Total Fees: $3,918.83 Total Payments To Date: $429.34 Balance Due: $3,489.49 Inspector: Clearance: NOTICE: Please take NOTkE that appro21 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 feeslexactions. 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 feeslexactions 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 feesiexactions of which vou have Dreviouslv been aiven a NOTICE sirnilarto this. or as to which the statute o f limitations has Dreviouslv otherwise exDired. FOR OFFICE USE ONLY PERMIT APPLlCATlO N CITY OF CARLSBAD BUILDING DEPARTMENT 1635 Faraday Ave., Carlsbad, CA 92008 SECTION NEED NOT BE COMPLETED IF THE PLRMIT IS FOR ONE HUNDRED DOLLARS 1$1001 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 s up to one hundred subject to the Workers' Compensation Laws of California. the Contractor's License Law for the following reason: Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and who does 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 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 I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The ontractor'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 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). pursuant to the Contractor's License Law). 0 I am exempt under Section Business and Professions Code for this reason: plan to provide the major labor and materials for construction of the proposed property improvement. WYES ON0 signed an application for a building permit for the proposed work. with the following person (firm) to provide the proposed construction (include name I address I phone number I contractors license number): 3. 4. number / co tractors license n bed: . - 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 / phone Legal Description Lot No. Subdivision NamdNumber Unit No. Phase No. Total # of units Proposed Use T€hrb&T IMpRO 9iSW / $! Assessor's Parcel # Existing Use Description of Work SQ. FT. VWCfl 9. /-1 #of>tories # of Bedrooms # of BattGooms t Name Address city State/Zip Telephone # Fax # (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 [$5001). Name Address City State/Zip Telephone # b State License # License Class City Business License # Desiqner Name Statelzip Tehone Workers' Compensation Declaration: I hereby affirm under penalty of perjury one of the following declarations: pa' 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. 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 complensation insurance carrier and policy number are: I <- Insurance Company 'pews a th~~t-r-~w Policy No. 9 (00 4q Expiration Date /v//bfL 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? Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? 0 YES e( NO Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? 0 YES WNO 0 YES dNO 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. LENDERS NAME LENDER'S ADDRESS CERTWlCAT€O 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 Citb. 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 APPLICANT'S SIGNATURE DATE \m& (Section 106.4.4 Uniform Building Code) WHITE: File YELLOW: Applicant PINK: Finance Inspection List Permit#: CB040539 Type: TI Date Inspection Item 08/02/2004 89 08/02/2004 89 07/30/2004 89 07/29/2004 84 07/29/2004 84 07/28/2004 84 07/28/2004 84 07/27/2004 84 07/27/2004 84 07/27/2004 84 07/26/2004 84 07/26/2004 84 0711 612004 17 0711 312004 17 07/09/2004 14 07/09/2004 24 07/09/2004 34 07/09/2004 44 07/07/2004 84 07/06/2004 14 07/06/2004 14 07/06/2004 34 07/06/2004 34 07/06/2004 44 07/06/2004 44 06/28/2004 21 06/28/2004 31 06/24/2004 44 06/23/2004 34 06/23/2004 44 Final Combo Final Combo Final Combo Rough Combo Rough Combo Rough Combo Rough Combo Rough Combo Rough Combo Rough Combo Rough Combo Rough Combo Interior LathIDrywall Interior LathIDrywall FramelSteellBoltingNeldin Roughflopout Rough Electric Roug h/Ducts/Dampers Rough Combo FramelSteellBoltingNVeldin FramelSteellBoltingNeldin Rough Electric Rough Electric Roug h/Ducts/Dampers RoughIDuctslDampers UndergroundIUnder Floor UndergroundIConduit-W irin Roug h/Ducts/Dampers Rough Electric Roug h/Ducts/Dampers COMM JOS. A. BANK. 4,550 SF SHELL TO RETAIL Inspector Act Comments MP PS PS PS PD PS PS PS RB RB RB RB PS PS PS PS PS PS PS PS PS PS PS PS RI AP co co RI RI co RI RI co RI NR AP PA AP AP PA CA co NR NR NR NR NR NR AP AP CA PA co MAY BE DONE ON FRIDAY OK TO TILE, LEAVE SOME TILE OUT CEILING REINSPECTION T-BAR CEILING OPEN CEILING INSPECTION NEED FIREINOT COMPLETE BUT OK TO STOCK WHEN FIRE APPROVES AND OK TO INSTALL BORDER AND SPRINKLER DROP TILES PM INSP PLEASE ABOVE l2FEET IN SALES AREA TO 12FT ABOVE FLR SALES AREA WALL NEED TO GROUND BOXES-OK TO DRYWALL BY JEFF-MECH CONTRACTOR DEMISING WALLS NOT PER PLANS Monday, August 02,2004 Page 1 of 1 City of Carlsbad Bldg Inspection Request For: 08/02/2004 Permit# CB040539 Title: JOS. A. BANK. Description: 4,550 SF SHELL TO RETAIL Type: TI Sub Type: COMM Job Address: 1923 CALLE BARCELONA Suite: 139 Lot 0 Location: APPLICANT MCMAHON MARY BETH Owner: Remarks: MAY BE DONE ON FRIDAY Inspector Assignment: PS Phone: 7144126528 P Inspector: Total Time: Requested By: RANDY CD Description omment Entered By: CHRISTINE 19 Final Structural 29 Final Plumbing 39 Final Electrical 49 Final Mechanical I Associated PCRs/CVs InsDection History Date Description Q7/3Q/2QQ4 89 0712912QQ4 84 Q7l28l2QQ4 84 Q7127120Q4 84 0712612QQ4 84 0711 612004 17 0711 312004 17 07IQ9/2004 14 Q7lQ9/2QQ4 24 07/09/2004 34 07/09/2Q04 44 Q7/Q7l2QQ4 84 07/06/2004 14 07/06/2004 14 Final Combo Rough Combo Rough Combo Rough Combo Rough Combo Interior LathIDrywall Interior LathfDrywall Frame/Steel/BoltingWelding Roughhopout Rough Electric RoughIDuctslDarnpers Rough Combo FramelSteeVBoltingMlelding Frame/Steel/BoltingWelding Act lnsp co PS co PS co PS CO PD NR PS AP PS PA PS AP RB AP RB PA RB CA RB co PS NR PS NR PS Comments OK TO TILE, LEAVE SOME TILE OUT NEED FIRWNOT COMPLETE BUT OK TO STOCK WHEN FIRE APPROVES AND OK TO INSTALL BORDER AND SPRINKLER DROP TILES ABOVE 12FEET IN SALES AREA TO 12FT ABOVE FLR SALES AREA WALL NEED TO GROUND BOXES-OK TO DRYWALL UNSCHEDULED BUILDING INSPECTION INSPECTOR 7s PLAN CHECK,# DESCRIPTION CODE DESCRIPTION ACT COMMENTS ... .- - c A$ "-bL? (760) 602-2700 1635 FARADAY AVENUE I PERMITNO- F 1 FOR INSPECTION CALL (760) 602-2725. RE-INSPECTION FEE DUE? YES ;z, .. NOTICE ne01 602-2700 , . ** I I_' CITY OF CARLSBAD 1 BUILDING DEPARTMENT 163s FAFU~DAY AVENUE FOR INSPECTION CALL (760) 602-2725. RE-INSPECTION FEE DUE? YES I ORMATION, CONTACT PHONE CODE ENFORCEMENT OFFICER @ -1- City of Carlsbad Bldg For: 07/09/2004 Permit# CB040539 Title: JOS. A. BANK. Description: 4,550 SF SHELL TO RETAIL Type: TI Sub Type: COMM Job Address: 1923 CALLE BARCELONA Suite: 139 Lot 0 Location: APPLICANT MCMAHON MARY BETH Owner: Remarks: E c- Total Time: Inspection Request Inspector Assignment: PS KP Inspector: Requested By: Entered By: CHRISTINE *wornmu CD Description i- 14 Frame/SteeUBoltingMIelding 24 Roughnopout 34 Rough Electric 44 Rough/Ducts/Dampers Associated PCRs/CVs Inspection History Date Description Act lnsp 07/07/2004 84 07/06/2004 14 07/06/2004 34 07/06/2004 44 06/28/2004 21 06/28/2004 31 06/24/2004 44 06/23/2004 34 06/23/2004 44 Rough Combo Frarne/SteellBoltingNVelding Rough Electric RougNDuctslDampers UndergroundIUnder Floor Undergroundlconduit-Wiring RoughIDuctslDarnpers Rough Electric RoughtDuctsIDarnpers co PS NR PS NR PS NR PS AP PS AP PS CA PS PA PS co PS Comments BY JEFF-MECH CONTRACTOR DEMISING WALLS NOT PER PLANS BUILDING DEPARTMENT OTICE (760) 602-2700 1635 FARADAi AVENUE DATE 7-?-0* TIME PERMIT NO. ec I FOR INSPECTION CALL (760) 602-2725. RE-INSPECTION FEE DUE? L 1 YES FOR FURTHER INFORMATI PHONE I @ BUILDING INSPECT~R CODE ENFORCEMENT OFFICER City of Carlsbad Bldg Inspection Request For: 07/07/2004 Permit# CB040539 Title: JOS. A. BANK. Description: 4,550 SF SHELL TO RETAIL Type: TI Sub Type: COMM Job Address: 1923 CALLE BARCELONA Suite: 139 Lot 0 Location: APPLICANT MCMAHON MARY BETH Owner: Remarks: Total Time: Inspector Assignment: PS Phone: 7606259093 Inspector. % Requested By: RANDY Entered By: CHRISTINE CD Description Act Comment 14 Frame/SteeUBolting/Welding e& f 24 Roughflopout 34 Rough Electric 44 Rough/Ducts/Dampers Associated PCRsKVs Date 07/06/2004 07/06/2004 07/06/2004 06/28/2004 06/28/2004 06/24/2004 06/23/2004 06/23/2004 Inspection Historv Description 14 FramelSteellBoltingMelding 34 Rough Electric 44 RoughtDuctslDampers 21 UndergroundIUnder Floor 31 Underground/Conduit-Wiring 44 RoughlDuctslDampers 34 Rough Electric 44 RougWDuctsIDarnpers Act lnsp Comments NR PS NR PS NR PS AP PS AP PS CA PS BY JEFF-MECH CONTRACTOR PA PS DEMISING WALLS CO PS NOTPERPLANS L BUILDING DEPARTMENT OTICE (760) 602-2700 1635 FARADAY AVENUE TIME LOCATION /G 7-3 PERMITNO. 4/95 3 c. ~~ ~ FOR INSPECTION CALL (760) 602-2725. RE-INSPECTION FEE DUE? YES PHONE @ CODE ENFORCEMENT OFFICER 23441 Canyon Lake Dr. N. - Canyon Lake, CA. 92587 - PA (909) 24.4-9730 - Fax (909) 246-1266 To Whom It May Concern, This letter is provided to serve as evidence that Diversified Electric has appropriately Torqued all electrical connections associated with the electrical construction of the Jos A. Bank location at 1923 Calle Barcelona, in the City of Carlsbad CA. All electrical connections were Torqued as Follows: All #3/0 Copper Connections: 300 inch-pounds All #6 Copper Connections: 45 inch-pounds All #8 Copper Connections: 40 inch-pounds All #14-10 Copper Connections: 25 inch-pounds Please feel flee to contact our office should you have any questions or concerns, Sincerely, Gordon Hyland . EsGil 7 Corporation In Partnership with Government for SuiGfing Safety DATE: 5/20/04 APPLICANT JURISDICTION: City of Carlsbad PLAN CHECK NO.: 04-0539 SET I11 PROJECT ADDRESS: 1923 Calle Barcelona Suite 141 PROJECT NAME: JoS. A. Bank - TI p LAN REVIEWER R FILE w 0 0 0 0 w 0 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: 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: ) Fax #: REMARKS: Mail Telephone Fax In Person By: Doug Moody Enclosures: Esgil Corporation GA [7 MB 0 EJ 0 PC 5/13/04 trnsmtl .dot . 9320 Chesapeake Drive, Suite 208 4 San Diego, California 92123 4 (858) 560-1468 4 Fax (858) 560-1576 EsGil Corporation In Partnership with <jovemment for Buitiiing Safety DATE: 3/ 19/04 JURISDICTION: City of Carlsbad PLAN CHECK NO.: 04-0539 SET: I1 PROJECT ADDRESS: 1923 Calle Barcelona Suite 141 PROJECT NAME: JoS. A. Bank - TI 0 The plans transmitted herewith have been corrected where n with the jurisdiction’s building codes. ce a PLAN REVIEWER a FILE ary and substantially comply u 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 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 w The applicant’s copy of the check list has been sent to: Carlile Coatsworth Architects/ Mary Beth McMahon 2458 Dupont Drive, Irvine, CA 92612 contact person. 0 Esgil Corporation staff did not advise the applicant that the plan check has been completed. w Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Mary Beth McMahon Date contacted: 3 If 9 kscP Xby: &c) Telephone #: 949-833-1 930 Fax #: 949-833-1 140 Mail eephone Fax- InPerson REMARKS: By: Doug Moody Enclosures: Esgil Corporation 0 GA 0 MB 0 EJ PC 3/16/04 trnsrntl.dot 9320 Chesapeake Drive, Suite 208 San Diego, California 92123 (858) 560-1468 + Fax (858) 560-1576 City of Carlsbad 04-0539 31 19/04 RECHECK PLAN CORRECTION LIST JURISDICTION: City of Carlsbad PLAN CHECK NO.: 04-0539 1 PROJECT ADDRESS: 1923 Calle Barcelona Suite 141 SET: I1 DATE PLAN RECEIVED BY ESGIL CORPORATION: 3/16/04 DATE RECHECK COMPLETED: 3/ 19/04 REVIEWED BY: Doug Moody 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. 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? OYes ONo . City of Carlsbad 04-0539 3/ 19/04 Please make all corrections on the original tracings, as requested in the correction list. Submit three sets of plans for commerciaVindustria1 projects (two sets of plans for residential projects). For expeditious processing, corrected sets can be submitted in one of two ways: I. Deliver all corrected sets of plans and calculationslreports 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. These corrections are in response to items not fully addressed or as the result of information provided, the text in bold print indicates the unresolved issue. 1. Please provide plans and calculations signed by the California State licensed engineer or architect for the alteration to the exterior of the building as shown on sheet A201, the structural support of the 1414# roof top air handler unit and the IO’ high stockroom shelving. Include all calculations and finding on the plans. Please include the California license number, seal, date of license expiration and date plans are signed. Business and Professions Code. The only information provided was for the stockroom shelving and this information was not included in the plans. Please incorporate the details from the structural calculations for the stockroom shelving into the plans and have the engineer sign and stamp the plans. Please provide evidence the structural alteration to the storefront are being performed under a separate permit such as permit # of plan check #. Please have the engineer address the structural support of the roof top HVAC units. 2. On the mechanical plans clearly show the limits of ceiling space used as duct or plenum. Please provide the MECH 4 form for this project. a) Clearly show that all material exposed within the plenum complies with UMC Section 604.2. “Materials shall have a mold-, humidity-, and erosion-resistant face that meets the requirements of UL 181 .” Please revise the plans to show 21 fitting room or dressing room for the customers shall be provided as follows: Please revise the plans to show the bench 48” in length. Entry doors shall provide: 48” clear on the push side of the door. . f City of Carlsbad 04-0539 3/19/04 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 Doug Moody at Esgil Corporation. Thank you. EsGil Corporation In Partnership with Government for QuiC&ng Sufety DATE: 3/2/04 JURISDICTION: City of Carlsbad n PLAN REVIEWER 0 FILE PLAN CHECK NO.: 04-0539 SET: I PROJECT ADDRESS: 1923 Calle Barcelona Suite 141 PROJECT NAME: JoS. A. Bank - TI The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction’s building codes. 0 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. 0 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: Carlile Coatsworth Architects/ Mary Beth McMahon 2458 Dupont Drive, Irvine, CA 92612 0 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: Mary Beth McMahon Date contacted:3/Z/oy (by: kp) Telephone #: 949-833-1 930 Fax #: 949-833-1 140 Mail LTelephone FaxJ In Person 0 REMARKS: By: Doug Moody Enclosures: Esgil Corporation GA c] MB EJ PC 2/20104 tmsmtl.dot 9320 Chesapeake Drive, Suite 208 San Diego, California 92123 + (858) 560-1468 Fax (858) 560-1576 -~ City of Carlsbad 04-0539 3/2/04 PLAN REVIEW CORRECTION LIST TENANT IMPROVEMENTS PLAN CHECK NO.: 04-0539 OCCUPANCY: M USE: Retail TYPE OF CONSTRUCTION: VN ACTUAL AREA: 4550sf ALLOWABLE FLOOR AREA: STORIES: 1 JURISDICTION: City of Carlsbad HE I G HT: SPRINKLERS?: YES REMARKS: DATE PLANS RECEIVED BY JURISDICTION: 2/18/04 OCCUPANT LOAD: 131 DATE PLANS RECEIVED BY ESGIL CORPORATION: 2/20/04 DATE INITIAL PLAN REVIEW COMPLETED: 3/2/04 FOREWORD (PLEASE READ): PLAN REVIEWER: Doug Moody 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 1997 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. Be sure to enclose the marked up list when YOU submit the revised plans. TENANT IMPROVEMENTS WITHOUT SPECIFIC ENERGY DATA OR POLICY SUPPLEMENTS (1997UBC) tiforw.dot City of Carlsbad 04-0539 3/2/04 Please make all corrections on the original tracings, as requested in the correction list. Submit three sets of plans for commerciaVindustria1 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 calculationsheports 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. 1. Please provide plans and calculations signed by the- California State licensed engineer or architect for the alteration to the exterior of the building as shown on sheet A201 , the structural support of the 1414# roof top air handler unit and the IO’ high stockroom shelving. Include all calculations and finding on the plans. Please include the California license number, seal, date of license expiration and date plans are signed. Business and Professions Code. 2. Please note on the plans “AC Cable is not allowed in A, B, E, H, and I occupancies. NM cable is restricted (without City approval) to one and two family dwellings. Note on plans that an equipment ground conductor is to be installed in all flexible conduits”. 3. Please imprint on the plans the City of Carlsbad Policies and Procedures for Roof Mounted Equipment to the plans. 4. On the mechanical plans clearly show the limits of ceiling space used as duct or plenum. a) Clearly show that all material exposed within the plenum complies with UMC Section 604.2. “Materials shall have a mold-, humidity-, and erosion-resistant face that meets the requirements of UL 181 .’I Combustibles within the plenum space must comply with UMC Section 601.3. Flame-spread index of not more than 25 and a smoke-developed rating of not more than 50. Environmental duct systems shall not extend into or through ducts or plenums. UMC Section 504.1. b) c) City of Carlsbad 04-0539 3/2/04 5. Show that water heater is adequately braced to resist seismic forces. Provide two straps (one strap at top 1/3 of the tank and one strap at bottom 1/3 of the tank). UPC, Section 510.5. 6. Please revise the plans to show 21 fitting room or dressing room for the customers shall be provided as follows: a) i) Entry doors shall provide: 48” clear on the push side of the door. 7. Please dimension to plans to show the hallway to the disabled dressing room to be a minimum of 44”. 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. 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 in the plans. Have changes been made to the plans not resulting from this correction list? Please indicate: Yes 0 No 0 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 Doug Moody at Esgil Corporation. Thank you. CITY OF CARLSBAD POLICIES AND PROCEDURE EFFECTIVE: 5/1/92 SUPERSEDES: 80-6(9/10/80) 80-6(5/01/s1) I SECTION: BU [LO lNG DEPARTMENT 'r'UM8ER: 80-6 SUBJECT: ROOF MOUNTEO EQUIPMENT INTENT: A. Maintain roof integrity. B. C. 1. 2. 3.' Prevent'hazardous condition to firemen who must fight fire on the roof. Provide an installation that is aesthetically sensitive to the building and the adjoining properties: . . All equipment shall be concealed from view and the design+ shall mest the approval of the Planning Department. All equipment shall be speciiicglly designed and approved for exterior use 2nd shall be approved by the City of Carlsbad Building Department. All roof mounted equipmen: shell be on a platform which shall be sn integral part of the roof--flashed and kvzierproofed. When a screen is'appioved, ii shall have 2s few roof connections 2s possible and be structurally stiequate. All electrical, plumbing, mechanical duct work and related piping shall be inside the building'and not on the roof. All connections related to equipment shall be ' made in the same roof openin9 on the platform or have the prior epproval from the building official. Sewer vents shall be brought to one main vent below the roof 2nd have one POLICY: 4. 5. penetration where resirooms or other plumbing fixtures are back to back or in the general proximity. Air exhaust fans and other equipment shall be within the building and use the same roof opening where restrooms and other equipment are back to bzck or in - general proximity. '6. Existing buildings and equipment, remodel or replacement, shall meet the above .. _. regulations or shall have the prior.approva1 from the building official, . 7. ' . .Where new equipment is installed, unused'or abandoned equipment, including .. . all roof mounted piping, elektrical, mechanical, duct, an.d other. related appurtenances shall be removed from roof and unused openings p.roperly sealed $0 maintain roof integrity. .. .. .. * they are on the roof or elsewhere. . e initiated By: Approved 8 __ ' City of Carlsbad 04-0539 3/2/04 bALUATION AND PLAN CHECK FEE JURISDICTION: City of Carlsbad PLAN CHECK NO.: 04-0539 PREPARED BY: Doug Moody BUILDING ADDRESS: 1923 Calle Barcelona Suite 141 BUILDING OCCUPANCY: M TYPE OF CONSTRUCTION: VN DATE: 3/2/04 1994 UBC Building Permit Fee V 1994 UBC Plan Check Fee '(I Type of Review: El Complete Review 0 Repetitive Fee Repeats :: ~ I $429.341 0 Structural Only 0 Other Hourly -1 Hour * Esgll Plan Review Fee 0 I $369.89 I Comments: Sheet1 of 1 macvalue.dcc PLANNINC/ENGINEERINC APPROVALS PERMIT NUMBER CB 04 4s3 7 DATE 3 -5-09 RESIDENTIAL RESIDENTIAL ADDITION MINOR (< $10,000.00) PLAZA CAMINO REAL CARLSBAD COMPANY STORES VILLAGE FAIRE COMPLETE OFFICE BUILDING OTHER PLANNER DATE ENGINEE DATE *5’-& DOCYMiSformYPlanning Engineering Approvals PLANNING DEPARTMENT BUILDING PLAN CHECK REVIEW CHECKLIST Plan Check No. cb04 5m Address H6?? fL~kQw [T Planner Christer Westman Phone (760) 602-461 4 APN: Type of Project & Use: Net Project Density: DUiAC Zoning: General Plan: Facilities Management Zone: CFD (inlout) # Date of participation: Remaining net dev acres: Circle One (For non-residential development: Type of land used created by this permit: 1 Legend: Item Complete Item incomplete - Needs your action Environmental Review Required: YES - NO TYPE DATE OF COMPLETION: Compliance with conditions of approval? If not, state conditions which require action. Conditions of Approval: Discretionary Action Required: YES NO TYPE APPROVAL/RESO. NO. DATE PROJECT NO. OTHER RELATED CASES: Compliance with conditions or approval? If not, state conditions which require action. Conditions of Approval: Coastal Zone Assessment/Compliance Project site located in Coastal Zone? YES - NO- CA Coastal Commission Authority? YES- NO If California Coastal Commission Authority: Contact them at - 3111 Camino Del Rio North, Suite 200, San Diego CA 92108-1725; (619) 521-8036 Determine status (Coastal Permit Required or Exempt) : Coastal Permit Determination Form already completed? If NO, complete Coastal Permit Determination Form now. Coastal Permit Determination Log #: YES- NO Follow-Up Actions: 1) Stamp Building Plans as "Exempt" or "Coastal Permit Required" (at minimum Floor Plans). 2) Complete Coastal Permit Determination Log as needed. H:\ADMIN\COUNTER\BldgPlnchkRevChklst .~ lnclusionary Housing Fee required: YES NO- ~ ~- (Effective date of lnclusionary Housing Ordinance - May 21, 1993.) NO Data Entry Completed? YES - (AIPIDs, Activity Maintenance, enter CB#, toolbar, Screens, Housing Fees, Construct Housing YIN. Enter Fee UPDATE') Site Plan: 1. Provide a fully dimensional site plan drawn to scale. 0 Show: North arrow, property lines, easements, existing and proposed structures, streets, existing street improvements, right-of-way width, dimensional setbacks and existing topographical fines. 0 2. Provide legal description of property and assessor's parcel number. Zoning: 0 1. Setbacks: Front: Required Shown Interior Side: Required Shown Street Side: Required Shown Rear: Required Shown 0 0 2. Accessory structure setbacks: Front: Required Shown Interior Side: Required Shown Street Side: Required Shown Rear: Required Shown Structure separation: Required Shown 0 0 0 3. Lot Coverage: Required Shown (7 (7 0 4. Height: Required Shown 5. Parking: Spaces Required Shown Guest Spaces Required Shown OK TO ISSUE AND ENTERED APPROVAL INTO COMPUTE ATE 7-\4+64 H:\ADMIN\COUNTER\BldgPlnchkRevChklst Carlsbad Fire Department 040539 1635 Faraday Ave. Carlsbad, CA 92008 Fire Prevention (760) 602-4660 Plan Review Requirements Category: Building Plan Date of Report: 02/23/2004 Reviewed by: Name: Carlile Coatsworth Address: 2458 Dupont Drive City, State: lrvine CA 92612 Plan Checker: Job#: 040539 Job Name: Jos. A. Bank Bldg #: CB040539 Job Address: 1923 Calle Barcelona Ste. or Bldg. No. 141 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. 0 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. Review 1 st 2nd 3rd Other Agency ID FD Job# 040539 FD File # CANFIELD CONSULTING STRUCTURAL ENGINEERS STRUCTURAL CALCULATIONS FOR JOS A BANK Mechanical unit support Job# 04-057 March 11,2004 f CA)IFIELD CONSULTING project& p location STRUCTURAL ENGINEERS 205 North Main Street Santa Ana, CA 92701 Phone 714.647.9848 Fax 714.647.9645 sheet no by &?L client job no. project G4 m~ location m5c373 CANFIELD CONSULTING STRUCTURAL ENGINEERS 205 North Main Street Phone 714.647.9848 ''lent r%f/- Santa Ana, CA 92701 Fax 71 4.647.9645 9, L' sheet no by 3z date s-//--& z &'a"7 job no t I CL, FhWo w' Title : Dsgnr: Description : Job # Date: Scope : Page 1 Rev: 510300 i- IC1 User: 1983-99 Kw.0503761. ENERCALC Ver 5.1.3.22.Jun-1999. win32 General Timber Beam Description Jos A Bank LGenerai information Calculations are designed to 1997 NDS and 1997 UBC Requirements Section Name 6.75x24.0 Center Span 32.00ft . . . . .Lu 2.00 ft Beam Width 6.750 in Left Cantilever ft . . . . .Lu 0.00 ft Beam Depth 24.000 in Right Cantilever ft . . . . .Lu 0.00 ft Member Type GluLam Douglas Fir, 24F - V8 Bm Wt. Added to Loads Fb Base Allow 2,400.0 psi Load Our. Factor 1.000 Fv Allow 165.0 psi Beam End Fixity Pin-Pin Fc Allow 560.0 psi Wood Density 35.000 pcf E 1,800.0 ksi I Full Lenah Uniform Loads C Center DL 288.00 ~ft LL 288.00 #/ft Left Cantilever DL Right Cantilever DL #/ft LL #/ft #/ft LL #/R Point Loads c Dead Load 1,414.0 Ibs Ibs Ibs Ibs Ibs Ibs Ibs Live Load Ibs Ibs Ibs Ibs Ibs IbS Ibs ... distance 16.000 ft 0.000 ft 0.000 ft 0.000 ft 0.000ft 0.000 ft 0.000ft Beam Design OK Span= 32.00ft, Beam Width = 6.750in x Depth = 24.in, Ends are Pin-Pin Max Stress Ratio 0.801 : 1 Maximum Moment 90.1 k-ft Maximum Shear * 1.5 Allowable 112.5 k-ft Allowable Max. Positive Moment 90.08 k-ft at 16.000 ft Shear: Q Left Max. Negative Moment 0.00 k-ft at 0.000 ft Q Right Max Q Left Support 0.00 k-ft Camber: Q Left Max Q Right Support 0.00 k-ft Q Center Max. M allow 1 12.49 Q Right Reactions ... fb 1.668.15 psi fv 97.71 psi Left DL 5.94 k Max Fb 2,083.17 psi Fv 165.00psi Right DL 5.94 k Max 15.8 k 26.7 k 10.55 k 10.55 k 0.000 in 1.006 in 0.000 in 10.55 k 10.55k I Deflections ~ ~~ ~~ Center Span ... Dead Load Total Load Left Cantilever ... Dead Load Total Load Deflection -0.671 in -1.156 in Deflection 0.000 in 0.000 in ... Location 16.000 ft 16.000 ft .. . LengthlDefl 0.0 0.0 . .. LengthlDefl 0.0 0.0 . . . LengthlDefl 572.3 332.06 Right Canti lever.. . Deflection 0.000 in 0.000 in I Stress Caics h Bending Analysis Ck 22.210 Le cv 0.870 Rb Q Center Q Left Support Q Right Support Shear Analysis Design Shear Area Required Fv: Allowable Bearing @ Supports Max. Left Reaction Max. Right Reaction 4.118 R 5.103 Max Moment 90.08 k-ft 0.00 k-ft 0.00 k-ft Q Left Support 15.83 k 95.936 in2 165.00 psi 10.55 k 10.55 k Sxx 648.000 in3 Area 162.000 in2 CI 0.997 Sxx Rea'd Allowable tb 518.90 in3 2,083.17 psi 0.00 in3 2,088.59 psi 0.00 in3 2,088.59 psi Q Right Support 15.83 k 95.936 in2 165.00 psi 2.792 in Bearing Length Req'd Bearing Length Req'd 2.792 in Title : Dsgnr: Description : scope : Job # Date: user: W.0603761, Ver 5.1.3. 22.Jun-1999. Win32 General Timber Beam Description Jos A Bank I Quew Values c CANFIELD CONSULTING STRUCTURAL EN GIN EERS 205 North Main Street Phone 714.647 9848 Fax 71 4.647 9645 Santa Ana, CA 92701 A project \Ti, w\t bY sheet no location rmy3 dates’ I1-4 3 ‘’lent job no 0+57 . , CANFIELD CONSULTING STRUCTURAL ENGINEERS STRUCTURAL CALCULATIONS FOR STEEL STORAGE RACKS JOS A BANK Job# 04-057 March 9,2004 proiect JO 3 /TANK location CAihFIELD CONSULTING STRUCTURAL ENGINEERS sheet no by ,9 I date 3-8 -& 9 / 205 North Main Street Santa Ana, CA 92701 Phone 714.647.9848 Fax 714.647.9645 job no. c''ent proiect 50 S .A /.?AN K I ocat I on CANFIELD CONSULTlNG STRUCTURAL ENGINEERS sheet no by 37 date 3-8-m 205 North Main Street Santa Ana, CA 92701 Phone 714.647.9848 Fax 714.647.9645 job no 'lien' sheet no -? project 30 5 /+ ?&A)/*' IbY ST GANFIELD CONSULTING I 205 North Main Street Santa Ana, CA 92701 Phone 714.647.9848 Fax 714.647.9645 1 1 location 1 date 7 - @ a$ I STRUCTURAL EN GIN EERS job no. c"ent I"iY-C)v !, ,, -> 4 EA$jA< CANFIELD CONSULTING . pro'ect Jtp STRUCTURAL ENGINEERS location job no. 205 North Main Street Santa Ana, CA 92701 Phone 714.647.9848 Fax 714.647.9645 sheet no by ST date 3- 8 -oc/ I I -> --+ -4 -3 -> -> -2 ---? 4 '= 7- 76 I,, - proiect ~$25 A ~:dft~lt) local I on CANFIELD CONSULTING STRUCTURAL ENGINEERS sheet no by 3 -7 date3- 8-w c5 - li' I I i 205 North Main Street Santa Ana, CA 92701 Phone 714.647.9848 Fax 714.647.9645 job no o+! --os7 "lent CANFIELD CONSULTING --- 1 by s"T project s& # Em K STRUCTURAL ENGl N EERS 205 North Main Street Santa Ana, CA 92701 Phone 714.647.9848 Fax 714.647.9645 sheet no. - location client date 3' -8-09 1 6 iob no I/' 04-os7 ''I Compariy : Designer : SEC? SEC2 SEC3 March 9,2004 TSI .5X.75X.054 STL .231 1.2 1.2 .022 .067 1 .051 TSl.SX.75X,OM STL ,231 1.2 1.2 .022 .067 I .051 TS1.5X.75X.054 STL ,231 1.2 1.2 .022 .067 1 .051 Job hmber : Checked By. SEC4 ,TS1.5X.75X.054, STL I .231 1.2 1.2 .022 , .067 ,051 RISA-3D Version 4 [C:\Storage Rack Sheetkteel posts.r3d] Page 1 '1 1 \ f J 1 i f e \ 3 i 3 i ! c c J J i c J J \ F 2 ; i b CANflELD CO1AISULTING STRUCTURAL ENGINEERS 205 horth Mm >tree[ Smta Ana, CA 92701 jeff@can~e~dcoilsu~lin~.net Ph 714.647.9848 Fax: 711.647.9645 PROJECT BACK BRACE DET. LOCATION JOS. k BANK CARLBAD. CA SHEa NO. BY x DATE 3/10/04 SK-1 CLIENT CCA STOCK U" ELEVATION JOB NO. CHECKEO X DATE 3/\O/M c 17 GAUGE TUBE SlEEL 60!3T 1 '/2'%3/4' -'/2' WW SHELF GALVANIED Srm WST SIDE ELEVATION m 1 8 0 I i., m CLIENT CCA 205 North Main Street Santa Ana, CA 92701 jeff@canfieldconsulting.nel Ph: 7 14.647.Y848 Fax: 714.647.9645 F- JOB NO. CHECKED X DATE 3/10/04 /-- POST BASE DETAL m 205 North Miun Street Sam Ana, CA 92701 jeff@canfieldconsulting.net Ph: 714,647,9848 Fax: 714.647.9645 POST BASE DETAIL Ecrs JOB NO. CLIENT CCA CHECKECI X DATE 3/10/04 r. L X- BRACINQ CONNECTION NTS 1 GENERAL SEISMIC NOTES: UGHT WTY STORAGE FIXCURE DESIGNED PER CHWrcR 22.1 DMSlON 6 OF THE 1994 U.B.C. 2 STOW WACilY: 50 LBS. PER SHELF LEVEL ASTU A570 FOR WE R- 330M) PSI GbE 33.3 Ur-BOLTS A307 UNLESS KTEO 4 -k%S SkL BE INSTAUOD WlTH A WMUM TOLElUNCE OF 5. 1 IN / 10 Fl. X-BRACING R€WRED ON MRY OMER UNIT IN A RUN X - BRACNQ DETAIL HIS CANFIELD CONSULTING STRUCTURAL ENGINEERS STRUCTURAL CALCULATIONS FOR JOS A BANK Mechanical unit support Job# 04-057 n March 11,2004 3 CANFIELD CONSULTING STRUCTURAL ENGl NEERS sheet no wect- B W+ by rL I ocat I on date5-//- 4 1 -A 5 205 North Main Street Sank Ana, CA 92701 Phone 714.647.9848 Fax 724.647.9645 r job no. 'Iieni (%& @--- 4 P CANFIELD CONSULllNG STR U CTU R AL E N GI NE 205 North Main Street Santa Ana, CA 92701 Phone 714.647.9848 Fax 714.647.9645 I project &5 /I, h~ sheet no. client job no. 4 ?= 4& w' , Title : Dsgnr: Description : Job # Date: scope : Page 1 Rev: 510300 (CI 1983-99 ENERCALC User: KW.0603761. Ver 5.1.3. 22.Jun.1999. Win32 General Timber Beam Description Jos A Bank I General Information Calculations are desianed to 1997 NDS and 1997 UBC Requirements h Section Name 6.75x24.0 Beam Width 6.750 in Beam Depth 24.000 in Member Type GluLam Bm Wt. Added to Loads Load Dur. Factor 1.000 Beam End Fbtity Pin-Pin Wood Density 35.000 pcf Center Span Left Cantilever Right Cantilever Douglas Fir, 24F - Fb Base Allow Fv Allow Fc Allow E 32.00ft . . . . .Lu 2.00 ft ft . . . . .Lu 0.00 ft ft ..... Lu 0.00 ft .V8 2,400.0 psi 165.0 psi 560.0 psi 1,800.0 ksi LFUII Lengh Uniform Loads f Center DL 288.00 #/ft LL 288.00 #/ft Left Cantilever DL #/ft LL #/ft Right Cantilever DL #/ft LL #Iff I Point Loads c Dead Load 1,414.0 Ibs Ibs Ibs Ibs Ibs Ibs Ibs Live Load Ibs Ibs Ibs Ibs IbS Ibs Ibs ... distance 16.000 ft 0.000 ft 0.000 ft 0.000 R 0.000 ft 0.000 ft 0.oooft Beam Design OK Span= 32.0Oft, Beam Width = 6.750in x Depth = 24.in, Ends are Pin-Pin Max Stress Ratio 0.801 1 Maximum Moment 90.1 k-ft Maximum Shear * 1.5 Allowable Allowable 112.5 k-ft Max. Positive Moment 90.08 k-ft at 16.000 ft Shear: Q Left Max. Negative Moment 0.00 k-ft at 0.000 ft Q Right Max Q Left Support 0.00 k-ft Camber: Q Left Max Q Right Support 0.00 k-ft Q Center Max. M allow 112.49 fb 1,668.1 5 psi fv 97.71 psi Left DL 5.94 k Max Fb 2.083.17 Psi Fv 165.00psi Right DL 5.94 k Max Q Right Reactions ... 15.8 k 26.7 k 10.55 k 10.55 k 0.000 in 1.006 in 0.000 in 10.55 k 10.55 k LDeflections Total Load Left Canti lever.. . Dead Load Total Load Center Span ... Dead Load Deflection -0.671 in -1.156 in Deflection 0.000 in 0.000 in ... Location 16.000 ft 16.000 ft . . . LengthlDefl 0.0 0.0 ... LengthlDefl 0.0 0.0 . . . LengthlDefl 572.3 332.06 Right Cantilever ... Deflection 0.000 in 0.000 in [ Stress Calcs Bending Analysis Ck 22.210 Le cv 0.870 Rb Q Center Q Left Support Q Right Support Shear Analysis Design Shear Area Required Fv: Allowable Bearing @ Supports Max. Left Reaction Max. Right Reaction 4.118 ft 5.103 Max Moment 90.08 k-ft 0.00 k-ft 0.00 k-ft Q Left Support 15.83 k 95.936 in2 165.00 psi 10.55 k 10.55 k SXX 648.000 in3 Area 162.000 in2 CI 0.997 Sxx Rea'd Allowable fb 518.90 in3 2,083.17 psi 0.00 in3 2,088.59 psi 0.00 in3 2,088.59 psi Q Right Support 15.83 k 95.936 in2 165.00 psi Bearing Length Req'd 2.792 in Bearing Length Req'd 2.792 in Title : Dsgnr: Description : Scope : Job # Date: Page 2 Rev: 510300 IC) 1983.99 ENERCALC User: KW-0603761. Ver 5.1.3. ZZ.Jun.1999. Win32 General Timber Beam Description Jos A Bank I Query Values C M, V, 8 D @ Specified Locations Moment Shear Deflection @ Center Span Location = 0.00 ft 0.00 k-ft 10.55 k 0.0000 in @ Right Cant. Location = 0.00 ft 0.00 k-ft 0.00 k 0.0000 in @ Left Cant. Location = 0.00 fl 0.00 k-ft 0.00 k 0.0000 in Sketch & Diagram t t wAu( = 9O.lk-ft omu - 4.156in !.W Rmax = 10.6k vmax @ left = 10.6k Rmu - Vmu @ 104k rt - io Lwl 'y' Deflection (in) Lastion Along Member IW CANFIELD CONSULTING STRUCTURAL ENGINEERS 205 North Main Street Santa Ana, CA 92701 Phone 714.647.9848 Fax 71 4 647.9645 4. sheet no project JIB WL- by location dates' 11-4 3 job no client 04757 CANFIELD CONSULTING STRUCTURAL ENGINEERS STRUCTURAL CALCULATIONS FOR STEEL STORAGE RACKS JOS A BANK Job# 04-057 March 9,2004 Y ;s G CAAFIELD CONSULTING STRUCTURAL EN GIN EERS 205 North Main Street Santa Ana, CA 92701 Phone 714.647.9848 Fax 714.647.9645 client I iob no. 0” - (25-7 b 7 0 9 I- project .To A EAru I< location GANFIELD CONSULTING STRUCTURAL ENGINEERS sheet no by 37 date 3-8- & 205 North Main Street Santa Ana, CA 92701 Phone 714.647.9848 Fax 714.647.9645 job no. . project 305 A fYfhl/\' location OANFIELD CONSULTING STRUCTURAL ENGINEERS job no 205 North Main Street Santa Ana, CA 92701 Phone 714.647.9848 Fax 714.647.9645 04-057 __ __ _____ll-.l--_l.----- sheet no by 3 ? date 7 - 3 59 L5. 111-51 \ 1% project qxO_S 4 $,-+/J,<' location GANFIELD CONSULTING STRUCTURAL ENGINEERS - sheet no by 57 date 3-B -cr/ 2 0; h'; i= I 205 North Main Street Santa Ana, CA 92701 Phone 714.647.9848 Fax 714.647.9645 -3 -> --9 --3 -7 -3 -2 c --+ job no c''ent BY- 0-5 7 = 7.76 I, proiect 3)s A- ~;MJ,+) location CARFIELD CONSULTING STRUCTURAL ENGINEERS sheet no date3 - 5 -Ly k5 by 37 c - 205 North Main Street Sank Ana, CA 92701 Phone 714.647.9848 Fax 714.647.9645 job no. 'Iient proiect ZG& A location - Ew K GARFIELD CONSULTING STRUCTURAL ENGINEERS sheet no by 37 date 3 -8-09 6 LOAD - 205 North Main Street Santa Ana, CA 92701 Phone 714.647.9848 Fax 714.647.9645 50 lbs job no. 'lien' 04- 05 7 Eornpa'ny : Dehigner : Job Number : SECl TS1 SX.75X.054 STL 1 .231 1.2 I 1.2 ,022 SEC2 TSlSX.75X,OM STL I .231 "' 1.2 1.2 .022 SEC3 TS1 SX.75X.054 STL I ,231 1.2 1.2 .022 SEC4 TS1.5X.75&054 STt I ' .231 1.2 1.2 .022 March 9,2004 Checked By: .067 .051 .067 .051 .067 .051 .067 f ,055 i RISA3D Version 4 [C:\Storage Rack Sheetkteel posts.r3d] Page 1 -L 0 3 b A 3 b - y," x 17 GAUGE STRAP (X - WING REQD ON EMRY OMEf? UNIT IN A RUN) STOCK UNIT ELEVATION HIS - . 0 *? *I s 0 I -*? n *I c - 8 n - SIDE ELEVATION NTS CLIENT CCA 205 North Main Street Sam Ana, CA 92701 jeCf@canfreldconsultina.net Ph: 7 I4.647.’)848 Fax: 714.647.9645 r, c JOB NO. CHECKED X DATE 3/10/04 SECTlON A-A SHELF I I I 1 I I I I I I I I I I I 1 I J . h( . r POST BASE DETAIL NTS .CANFIE ID CONSULTt MG S~RUCTURAL ENGINEERS 205 North Man Street Ph: 7 14.647.9848 Santa Ana, CA 92701 Fax: 714.647.7.%45 jeff@canfieldconsulting.net POST BASE DETAL m SHEET NO. By x SK-3 PRQECT BACK B~CE DEL LNA~ON JOS. BANK ww. a DATE 3/10/04 CLIENT CCA CHECKED X JOB NO. DATE 3/10/04 1 20.5 Nocth Main Street Sanu Ana. CA 92701 jeff~canfieldconsul~~~.~ Ph: 7 14.647.YXUL Fax: 714.647.9645 JOB NO. CLIENT CCA CHECKEO JC DATE 3/10/M 3/; x 17 GAUGE X- BRACINQ CONNECTION NTS L G&MCIELD C~~SUL~~G S-fRUCTURAL ENGINEERS 205 No& Main Street Ph: 714.647.9848 Saou Ana, CA 92701 Fax: 714.647.9645 jeff~can~eeldconsulting.net GENERAL SEISMIC NOTES: LIGHT DUTY STWE FlXNRE DESIGNED PER CHAPTER 22.1 DMSlON 6 OF ME 1994 U.B.C. 2 STORAGE WMIIY: 50 LBS. PER SHELF LEVEL &TU A570 FOR WE Fy- 33000 PSI GRADE 33.3 AU BOLTS A307 UNLESS NOTED 4 RACKS SW BE INSTALLED WlTH A WYUM TOLERANCE OF 5. I IN / 10 FT. SHEET NO. BY x SK-5 PROJECT BRACE DEL mnON Jos. A. WLRQ a DATE 3/10/04 CLIENT CCA CHECKED X JOB NO. DATE 3/10/04 // END. M AT’CENTER. X - BRACING =AIL m TITLE 24 REPORT Title 24 Report for: Jos. A. Bank 1905 Calle Barcelona, Suite 141 Carlsbad, CA 92009 Project Designer: Carlile Coatsworth Architects, Inc. 2458 Dupont Drive Imine, CA 92612 (949) 833-1 930 Report Prepared By: Gregory Schnackel Dale Schnackel Company 3035 South 72nd Street Omaha, NE 68124-3583 (402) 391 -7680 Job Number: 040137 Date: 511 112004 The EnergyPro computer program has been used to perform the calculations summarized in this compliance report. This program has approval and is authorized by the California Energy Commission for use with both the Residential and Nonresidential 2001 Building Energy Efficiency Standards. This program developed by EnergySoft, LLC (415) 883-5900. EnergyPro 3.1 By EnergySofi Job Number: 040137 User Number: 4094 r A