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Home My WebLink About1911 CALLE BARCELONA; 150; CB030671; PermitL City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 09-04-2003 Commercial/lndustrial Permit Permit No: CB030671 Building Inspection Request Line (760) 602-2725 Job Address: 191 1 CALLE BARCELONA CBAD St: 150 Permit Type: TI Sub Type: Parcel No: Lot #: Valuation: $286,650.00 Construction Type: Occupancy Group: Reference #: Project Title: TILLY'S 9,955 SF IMPROVEMENT Applicant: DATUM ARCHITECTS STE 111 6 MORGAN IRVINE 92618 949 581-2255 COMM 0 Status: ISSUED NEW Applied: 03/06/2003 Plan Approved: 05/27/2003 Issued: 09/04/2003 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 $1 ,I 22.52 $0.00 $729.64 $0.00 $0.00 $60.20 $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 $5,217.03 $0.00 $0.00 $0.00 $0.00 $0.00 $55.00 $60.00 $33.00 $0.00 $0.00 $0.00 $0.00 $7,277.39 Total Fees: $7,277.39 Total Payments To Date: $729.64 Balance Due: $6,547.75 3328 09/04/03 W2 01 02 CGF 6547.75 follow the protest procedures set forth in Government Code Section 66020(6), and file the protest and any other required informtion 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. - PERMIT APPLICATION CITY OF CARLSBAD BUILDING DEPARTMENT 1635 Faraday Ave., Carlsbad, CA 92008 FOR OFFICE USE ONLY PLAN CHECK ~0.03 -67 1 EST. VAL. w Plan Ck. Deposit Validated By t Date XI 31 Subdivision NamelNumber Phase No. Total # of units Unit No. Legal Description Lot No. Proposed Use PmNIr) Assessor's Parcel # Existing Use # of Bathrooms Description of Work SO. FT. #of Stories # of Bedrooms licant) Name Address city Statelzip Telephone # Fax # Name Address city Statelzip Telephone # (Sac. 7031.5 Business and Professions Code: Any City or County which requires a permit to construct, alter, improve, demolish or repair any structure, prior to its issuance, also requires the applicant for such permit to file a signed statement that he is licensed pursuant to the provisions of the Contractor's License Law [Chapter 9, commending with Section 7000 of Division 3 of the Business and Professions Code] or that he is exempt therefrom, and the basis for the alleged 148 22-6 qqy 2 City StatelZi City Business License # Name State License # ~qc70 +C3 Designer Name Address City Statelzip Telephone License Class State License # 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. 0 issued. My worker's com-n insurance c (THIS SECTION NEED NOT BE COMPLETED IF THE PERMIT IS FOR ONE HUNDRED DOLLARS 1$1001 OR LESS) 0 to become subject to th WARNING: Failu thousand dollars ( 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 thi per it IS Expiration Date & 10 0 3 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 d policy number are: % 1?453'3 Insurance Company CY..! Pollcy NO.o+f -02- sation Laws of California. I hereby affirm that I am exempt from the Contractor's License Law for the following reason: 0 1, 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 I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and contracts for such projects with contractor(s) licensed pursuant to the Contractor's License Law). 0 1. 2. 3. I am exempt under Section I personally plan to provide the malor labor and materials for constructton of the proposed property improvement. YES 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): Business and Professions Code for this reason: ON0 4. number I contractors license number): 5. of work): PROPERTY OWNER SIGNATURE DATE 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 IS SECTION FOR NDhWESIDBVTIAL BUILMNG PERMI Is the applicant or future building occupant required 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? 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 0 YES 0 NO 0 YES 0 NO 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 Citt 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 corn APPLICANT'S SIGNATURE DATE 3/($b3 0 days (Section 106.4.4 Uniform Building Code). W WHITE: File YELLOW: Applicant PINK: Finance City of Carlsbad Final Building Inspection Dept: Building Engineering Planning Plan Check #: Permit #: CB030671 Project Name: TILLY'S Address: 191 1 CALLE BARCELONA #150 9,955 SF IMPROVEMENT CMWD Date: Permit Type: Sub Type: Lot: 0 1 111 712003 TI COMM Contact Person: TOM Sewer Dist: Phone: 61 98908463 Water Dist: .......................................................................................................................................................... Inspected By: & 4 Date Inspected: Rhh3 Approved: /Disapproved: Date Inspected By: Inspected: Approved: Disapproved: Inspected Date By: Inspected: Approved: Disapproved: U ........................................................................................................................................................... Comments: City of Carlsbad Bldg Inspection Request For: 1 1/25/2003 Permit# CB030671 Title: TILLY'S Description: 9,955 SF IMPROVEMENT Type: TI Sub Type: COMM Job Address: 191 1 CALLE BARCELONA Suite: 150 Lot 0 Location: APPLICANT DATUM ARCHITECTS Owner: Inspector Assignment: PS Phone: 61 98908463 InsDector: 95 Remarks: ER FOR YOU- Total Time: Requested By: TOM CD DescriDtion Act Comment Entered By: CHRISTINE 19 Final Structural 29 Final Plumbing 39 Final Electrical /- 49 Final Mechanical Associated PCRs/CVs PCR03199 ISSUED TILLYS-ADD ROOF MOUNT EQUIPMEN; & RE-ORGANIZE DATA ON REMAINING SH PCR03250 ISSUED TILLYS DEFERRED SUBMlTAL BACKROOM STORAGE SHELVING Inspection History Date Description 1 1 /20/2003 89 1 111 712003 89 11/05/2003 29 11/05/2003 39 11/05/2003 49 10/24/2003 14 10/22/2003 17 10/22/2003 18 10/21/2003 17 1011 712003 14 10/03/2003 17 10/02/2003 17 10/01/2003 14 09/30/2003 14 09/30/2003 34 Final Combo Final Combo Final Plumbing Final Electrical Final Mechanical Frame/Steel/BoltingWelding Interior Lath/Drywall Exterior LathIDrywall Interior LatNDrywall Frame/Steel/BoltingWelding Interior Lath/Drywall Interior LathlDrywall Frame/SteellBoltin@Velding FramelSteellBoltingWelding Rough Electric Act lnsp Comments co PS CO PS OKTOSTOCK co PS CO PS EMR co PS AP PS ROOFUNITS AP PS AP PS NR PS PA PK NORTH EXT WALL OK TO LATH AND ROCK AP PS CA PS BYTOM AP PS CURBSFORHVAC PA PS SOFFITS PA PS Inspection List Permit#: CB030671 Type: TI Date Inspection Item 1 1 /25/2003 89 1 1 /25/2003 89 1 1 /24/2003 89 1 1 /24/2003 89 11/20/2003 89 11/20/2003 89 1111 712003 89 1111 712003 89 11/05/2003 29 11/05/2003 39 11/05/2003 49 10/24/2003 14 10/22/2003 17 10/22/2003 18 10/21/2003 17 1011 712003 14 10/03/2003 17 10/02/2003 17 1 010 1 I2003 14 09/30/2003 14 09/30/2003 34 09/30/2003 44 09/29/2003 17 09/29/2003 34 09/29/2003 44 09/25/2003 17 09/23/2003 13 09/23/2003 16 0911 912003 14 0911 912003 34 0911 812003 14 0911 8/2003 24 0911 812003 34 0911 612003 1 1 0911 512003 1 1 0911 212003 21 0911 2/2003 31 0911 1 I2003 21 0911 112003 31 Final Combo Final Combo Final Combo Final Combo Final Combo Final Combo Final Combo Final Combo Final Plumbing Final Electrical Final Mechanical FramelStee WBoltingNeldin Interior Lath/Drywall Exterior Lath/Drywall Interior LathIDrywall Frame/Steel/BoltingNeldin Interior LathIDrywall Interior LathIDrywall Frame/Steel/BoltingNeldin FramelSteellBoltingNeldin Rough Electric Rough/Ducts/Dampers Interior LathIDrywall Rough Electric Rough/Ducts/Dampers Interior LathIDrywall Shear PanelsIHD's Insulation Frame/Steel/BoltingNeldin Rough Electric Frame/Steel/BoltingNeldin Roug hlTopout Rough Electric Ftg/Foundat ion/Piers FtgIFoundat ion/Piers UndergroundIUnder Floor UndergroundIConduit-Wirin UndergroundIUnder Floor Underground/Conduit-W irin COMM TILLY'S 9,955 SF IMPROVEMENT Inspector Act Comments PS PS PS PS PS PS PS PS PS PS PS PK PS PS PS PS PS PS PS PS PS PS PS PS PD PD PS PS PS PS PS PS PS PS PS AP RI RI co RI co RI co co co co AP AP AP NR PA AP CA AP PA PA NR PA CA CA AP AP AP PA PA co AP co CA AP AP AP CA CA HAS THE LETTER FOR YOU- OK TO OPEN FINAL TO MERCHANDISE ONLY OK TO STOCK EMR ROOF UNITS NORTH EXT WALL OK TO LATH AND ROCK BY TOM CURBS FOR HVAC SOFFITS SOFFITS HlGHLlTED ORANGE PLYWOOD WALLS SEE NOTICE ATTACHED NEED 41N VENT DONE ON 911 5 POUR BACK BY TOM Wednesday, November 26,2003 Page 1 of 1 City of Carlsbad Bldg Inspection Request For: 09/18/2003 Permit# CB030671 Title: TILLY'S Description: 9,955 SF IMPROVEMENT Type: TI Sub Type: COMM Job Address: 191 1 CALLE BARCELONA Suite: 150 Lot 0 Location: APPLICANT DATUM ARCHITECTS Owner: Remarks: Total Time: Inspector Assignment: PS Phone: 61 98908463 Inspector: 22 Requested By: TOM Entered By: CHRISTINE 29 Comment CD Description 14 FrarnelSteeVBoltingMIelding ~ 24 Rough/Topout &em em c %f '?L/ 34 Rough Electric &k Associated PCRs/CVs Inspection History Date Description Act lnsp Comments 09/16/2003 1 1 Ftg/Foundation/Piers CA PS DONEON9/15 09/15/2003 11 Ftg/Foundation/Piers AP PS POURBACK 09/12/2003 21 UndergroundNnder Floor AP PS 09/12/2003 31 Undergroundlconduit-Wiring AP PS 09/11/2003 21 UndergroundlUnder Floor CA PS BYTOM 09/11/2003 31 UndergroundlConduit-Wiring CA PS PCR03199 PENDING TILLYS-ADD ROOF MOUNT EQUIPMEN; & RE-ORGANIZE DATA ON REMAINING SH CITY OF CARLSBAD NOTICE (760) 602-2700 BUILDING DEPARTMENT 1635 FARADAY AVENUE 1 FOR INSPECTION 602-2725. RE-INSPECTION FEE DUE? LA YES PHONE @ CODE ENFORCEMENT OFFICER ESGT Corporation In Partnership with Government for Q)uiling safety DATE: 5/22/03 JURISDICTION: City of Carlsbad PLAN CHECK NO.: 03-671 R APPLICANT R JURIS. R PLAN REVIEWER R FILE SET: I11 PROJECT ADDRESS: 191 1 Calle Barcelona Suite 150 PROJECT NAME: TiUy’s - TI 0 The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction’s building codes. IXI The plans transmitted herewith will substantially comply with the jurisdiction’s building codes when minor deficiencies identified in the remarks 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. 0 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 0 The applicant‘s copy of the check list has been sent to: contact person. 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 REMARKS: Applicant to add note in red to Mail Telephone Fax In Person to City held sets. By: Doug Moody Enclosures: Esgil Corporation 0 GA 0 MB 0 EJ 0 PC 5/16/03 tmsmtl.dot 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 (858) 560-1468 + Fax (858) 560-1576 EsGil Comoration In Partnership with Government for @uit&ng safety DATE: 4/18/03 JURISDICTION: City of Carlsbad PLAN CHECK NO.: 03-671 SET: I1 PROJECT ADDRESS: 1911 Calle Barcelona Suite 150 PROJECT NAME: Tilly’s - TI 0 0 w o w o w 0 PLAN REVIEWER 0 FILE 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: Datum Architects 6 Morgan Suite I1 1 Irvine, CA 92618 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: Datum Architects Date contacted: Y I d D 3 (by: (-A >o REMARKS: Telephone #: 949-581 -2255 Fax #: 949-587-1263 Mail - Telephone Fax./ In Person By: Doug Moody Enclosures: Esgil Corporation 0 GA 0 MB 0 EJ 0 PC 411 1/03 trnsmtl.dot 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858) 560-1468 + Fax (858) 560-1576 City of Carlsbad 03-671 4/ 18/03 RECHECK PLAN CORRECTION LIST JURISDICTION: City of Carlsbad PLAN CHECK NO.: 03-671 PROJECT ADDRESS: 191 1 Calle Barcelona Suite 150 SET: I1 DATE PLAN RECEIVED BY ESGIL CORPORATION: 4/11/03 I DATE RECHECK COMPLETED: 4/18/03 IREVIEWED BY: Doug Moody N 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 three new sets of prints to: ESG I L 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 03-671 4/18/03 Please make all corrections on the original tracings, as requested in the correction list. Submit three sets of plans for commerciaVindustriaI 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 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. 3. Provide framing plans for the new display soffits. Show: b) Method of attaching top to the structure and lateral bracing. Please indicate the method of attaching the cantilevered joists to the box headers and the full height wall equal to the uplift force. 5. Please revise the plans to show the door to display areas to be disabled accessible. Display areas which exceed 200 square feet are required to be accessible. Please revise the plans to show the display areas to equal the square footage indicated on the plans. EsGil - Corporation In Partnership with government for QuiGiiing Safety DATE: 3/20/03 JURISDICTION: City of Carlsbad PLAN CHECK NO.: 03-671 0 FILE SET: I PROJECT ADDRESS: 191 1 Calle Barcelona Suite 150 PROJECT NAME: Tilly’s - TI 0 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. 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. 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: Datum Architects 6 Morgan Suite 11 1, Irvine, CA 92618 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: Datum Architects (M [CHf Telephone #: 949-581 -2255 Date contacted: 3)~~/a3 (by: GL ) Mail Telephone/ Fax 1 In Person 0 REMARKS: By: Doug Moody Enclosures: Esgil Corporation 0 GA 0 MB 0 EJ 0 PC 311 0103 Fax #: 949-587-1263 tmsmtl.dot 9320 Chesapeake Drive, Suite 208 4 San Diego, California 92123 4 (858) 560-1468 4 Fax (858) 560-1576 City of Carlsbad 03-671 3/20/03 PLAN REVIEW CORRECTION LIST TENANT IMPROVEMENTS PLAN CHECK NO.: 03-671 OCCUPANCY: M USE: Retail TYPE OF CONSTRUCTION: VN ACTUAL AREA: 9555sf ALLOWABLE FLOOR AREA: STORIES: 1 J U Rl SDl CTl ON : City of Carlsbad HEIGHT: SPRINKLERS?: YES OCCUPANT LOAD: 245 REMARKS: DATE PLANS RECEIVED BY J U R I S DI CTI ON : 3/6/03 ESGIL CORPORATION: 3/10/03 DATE INITIAL PLAN REVIEW PLAN REVIEWER: Doug Moody COMPLETED: 3/20/03 FOREWORD (PLEASE READ): DATE PLANS RECEIVED BY 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. tiforwdot TENANT IMPROVEMENTS WITHOUT SPECIFIC ENERGY DATA OR POLICY SUPPLEMENTS (1997UBC) City of Carlsbad 03-671 3/20/03 Please make all corrections on the original tracings, as requested in the correction list. Submit three sets of plans for commerciaVindustriaI projects (two sets of plans for residential projects). For expeditious processing, corrected sets can be submitted in one of two ways: 1. Deliver all corrected sets of plans and calculations/reports directly to the City of Carlsbad Building Department, 1635 Faraday Ave., Carlsbad, CA 92008, (760) 602-2700. The City will route the plans to EsGil Corporation and the Carlsbad Planning, Engineering and Fire Departments. 2. Bring one corrected set of plans and calculations/reports to EsGil Corporation, 9320 Chesapeake Drive, Suite 208, San Diego, CA 92123, (858) 560-1468. Deliver all remaining sets of plans and calculations/reports directly to the City of Carlsbad Building Department for routing to their Planning, Engineering and Fire Departments. NOTE: Plans that are submitted directly to EsGil Corporation only will not be reviewed by the City Planning, Engineering and Fire Departments until review by EsGil Corporation is complete. I. Please provide plans and calculations signed by the California State licensed engineer or architect for the structural support of the rooftop air handler units. 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 revise the wall legend to be consistent with detail D on sheet 7 to show the studs to be a minimum of 20 gauge. 3. Provide framing plans for the new display soffits. Show: a) b) c) d) Type, size and spacing of studs. Indicate gauge for metal studs. Specify manufacturer and approval number or indicate "to be ICBO approved". Method of attaching top to the structure and lateral bracing. Wall sheathing material and details of attachment (size and spacing of fasteners). Show height of the soffit from floor, soffit to roof framing or floor framing. 4. Please revise the plans to show the office to comply with section 1004.2.2. Exits shall not pass through kitchens, storerooms, or spaces used for similar purposes. Section 1004.2.2. 5. Please revise the plans to show the door to display areas to be disabled accessible. Display areas which exceed 200 square feet are required to be accessible. 6. Please revise the plans to show the required emergency egress lighting per section 1003.2.9 of the UBC. City of Carlsbad 03-671 3/20/03 7. 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”. 8. Show that the minimum strike edge distances are provided at the level area on the side to which a door swings for the door to restroom 108, per Section I 1338.2.4.3: a) 218” at interior conditions. 9. Show that the space between two consecutive door openings in a vestibule, which serves spaces other than a required exit stairway: a) Provide 248” clear space from any door opening into the vestibule when door is open 90°, per Section 1 1338.2.4.4. b) Doors in series shall swing either: i) In the same direction. ii) Away from the space between the doors. 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 8581560-1468, 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 03-671 3/20/03 VALUATION AND PLAN CHECK FEE JURISDICTION: City of Carlsbad PLAN CHECK NO.: 03-671 PREPARED BY: Doug Moody BUILDING ADDRESS: 1911 Calle Barcelona Suite 150 BUILDING OCCUPANCY: M TYPE OF CONSTRUCTION: VN DATE: 3/20/03 Jurisdiction Code cb By Ordinance I 1994 UBC Building Permit Fee T I I $1,122.521 1994 UBC Plan Check Fee v I $729.641 Type of Review: El Complete Review 0 Structural Only 07 Fee Repeats 0 Other ~ouriy n Hour* Esgil Plan Review Fee cl I $628.61 1 Comments: Sheet 1 of 1 macvalue.doc PLANNINCIENGINEERING APPROVALS PERMIT NUMBER CB 0% 1 DATE RESIDENTIAL TENANT IMPROVEMENT RESIDENTIAL ADDITION MINOR PLAZA CAMINO REAL (e $10,000.00) CARLSBAD COMPANY STORES VILLAGE FAlRE COMPLETE OFFICE BUILDING OTHER - Cadsbad Fire Department 030671 1635 Faraday Ave. b Carlsbad, CA 92008 Fire Prevention (760) 602-4660 Plan Review Requirements Category: Building Plan Date of Report: 3.10.03 Reviewed by: Name: DATUM ARCHITECTS Address: 6 MORGAN SUITE 11 1 Plan Checker: City, State: IRVINE CA 92618 Job #: 030671 Job Name: Tilly's #I 50 Bldg #: CB030671 Job Address: 191 1 Calle Barcelona Ste. or Bldg. No. 150 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 # 030671 FD File # , Reqqirements Category: Building Plan ‘r Requirement: Pending 05.1 1 Knox Box Knox Box required when access to or within a structure or an area is unduly difficult because of secured openings or where immediate access is necessary for life saving or fire-fighting purposes. The Fire Department will determine the location for the key box and provide an authorized order form. Page 1 03.1 0.03 a. 3 ICBO Evaluation Service, Inc. 5360 WORKMAN MILL ROAD WHITTIER, CALIFORNIA 90601-2299 A subsidiary corporation offhe International Conference of Building Officials EVALUATION REPORT Copyn.ght 0 2000 ICBO Evaluation Service, Inc. ER-1372 Reissued March 1,2000 Filing Category: FASTENERS-Concrete and Masonry Anchors (066) ITW RAMSET/RED HEAD SELF-DRILLING, TRUBOLT WEDGE, AND MULTI-SET II CONCRETE ANCHORS ITW RAMSET/RED HEAD 1300 NORTH MICHAEL DRIVE WOOD DALE, ILLINOIS 60191 1.0 SUBJECT ITW RamsetlRed Head Self-Drilling, TruboR Wedge, and MultiSet II Concrete Anchors. 2.1 ITW RarnsetlRed Head See-Drilling Anchor: 2.1.1 General: The ITW RamseURed Head anchor is a self- drilling concrete expansion shell anchorwith a single coneex- pander. Both elements are made from heat-treated steel. The steel for the body conforms to AIS1 Cl2Ll4, and the steel for theplugconforrnstoAlSlC-lOl0.Theanchorhaseightsharp teeth at one end and is threaded internally at the other end. The outer surface of the tubular shell at the toothed end has annular broaching grooves and four milled slits. At its threaded end, the anchor is provided with an unthreaded chucking cone that has an annular break-off groove at its base for flush mounting. Anchor shell and expander cone are electrodeposit zinc and chromate-plated. 2.1.2 Installation: Embedment, spacing, edge distance, and concrete requirements are shown in Tables 1 and 2. The anchors are installed by a Model 747 Roto-Stop Hammer, by air or electric impact hammer, or by hand. The anchor is used as a drill in forming the hole in normal-weight concrete. After the hole is formed, the anchor must be removed and the hole thoroughly cleaned. The hole depth is regulated by the drill chuck. A Red Head plug must be set into the bottom of the an- chor prior to insertion in the hole. The concrete anchor must be driven over the plug, to cause expansion of the anchor in the hole. The chucking end of the anchor is broken off with a hammer blow. Verification that the anchor has been installed properly is evidenced by the fact that the anchor does not project above the surface of the concrete and the red plug is visible at the bottom of the hole. 2.2 ITW RamseURed Head Trubolt Wedge Anchor: 2.2.1 General: The Trubolt Wedge anchor is a stud bolt type of dropin anchor. The anchors are cold-formed or machined from zinc-plated and chromate-dipped carbon steel, hot- dipped galvanized carbon steet or stainless steel. Steel used to produce the anchors complies with AIS1 C-1015 to AIS1 C-1022 and AIS1 C-1213 carbon steels, Type 304 or Type 31 6 stainless steels. Hot-dipped galvanizing complies with ASTM 153 Class C requirements. The expander sleeves are fabri- cated from stainlesssteel or carbon steel meeting the require- 2.0 DESCRIPTION ments of Type 302 or AIS1 C-1010, respectively. Cold-formed anchor studs are available only for the '/d-inch-, 3/8-inch-, 'G-inch-, 5/8-inch- and a/d-inch-diameter (6.4,9.5,12.7, 15.9 and 19.1 mm) wedge anchors. The anchor stud is threaded at its upper end and has a straight cylindrical section reduced in diameter, around which the expander sleeve is formed. A straight-tapered seclion enlarging to a cylindrical base actsto increase the diameter of the expander ring as the stud is tight- ened in the concrete hold. The expander ring, which is formed around the stud bolt, consists of a spii-ring element with a "coined" groove at each end. The expander ring is designed to engage the walls ofthe concrete hold as the tapered portion of the stud is forced upward against its interior. 2.2.2 Installation: Embedment, spacing, edge distance, and concrete requirements are shown in Tables 3,4, 5 and IO. Holes must be predrilled in normal-weight or lightweight concrete with carbide-tipped masonry drill bits manufactured within the range of the maximum and minimum drill tip dimen- sions of ANSI 8212.15-1994. The anchors must be installed in holes the same nominal size as the anchor size, with a greater depth than the length of embedment desired, but no less than the minimum embedment. The hole must be cleaned out prior to installation of the anchor. The anchor must be tapped into the hole to the embedment depth desired, but no less than the minimum embedment. A standard hexag- onal nut and washer must be used over the material being fastened and the nut tightened until the minimum installation torque, as indicated in Tables 3 and IO, is reached. 2.3 ITW RamsetlRed Head Multi-Set I1 Anchor: 2.3.1 General: The Multi-Set anchors are designed to be installed in a predrilled hole equal to the anchor diameter. The anchor consists of a shell formed from carbon steel meeting the minimum requirementsof AIS1 C-1213 and an expansion plug formed from carbon steel meeting the minimum require- ments of AIS1 C-1010. The expansion end is divided into four equal segments by radial slots. The expansion plug is preas- sembled and is cylindrical in cross section. 2.3.2 Installation: Embedment, spacing, edge distance, and concrete requirements are shown in Tables 6'7 and 9. Holes must be predrilled in normal-weight or lightweight con- crete with carbide-tipped masonry drill bits manufactured within the range of the maximum and minimum drill tip dimen- sions of ANSI 821 2.15-1 994. The anchors must be installed in predrilled holes, the hole depth and diameter for each an- chor size being listed in Tables 6, 7 and 9. After the hole is drilled, it is cleared of all cuttings. The anchor is set by instal- ling the expansion shell and then driving the cone expander with a setting tool provided with each anchor size. When the Ewbrnrion reports of ICBO Evduation Service, Inc., are issuedsoleIy to provide in formdon to elms A members of ICBO, utilizhg the code upon which the report is based. Evaluation reports we not io beconstnred as representing wsthetics or any other amhtes not spedficdt~~ addressed norm an endorsement or recommen- dation for use of the subject report This report b basedupon independent tests or other technical dam submined by the rqplicant. The IC30 EvdurrtiQn Service, Inc., technical athas revhedthe tcsl results an#or other da@ but does notpossess Icstfeciiities to make M independent venicmh. There is no warranty bylC30 Evaluation Service, Inc, express or implie4 as toany ~F~~ng"oroLermaU~innherepo~ornrloonyprnBuclcowredby,yhe repoa Thisdisclaimerincludes, butisnoilimitedto, merchantabiiity. Page 1 of 7 . Page 2 'of 7 ER-1372 3.0 cone expander is driven down into the anchor, the legs of the shell expand. 2.4 Design: Allowable static loads are as set forth in Tables 1,3,6,9 and 10. Allowable loads for anchors subjected to combined shear and tension forces are determined by the following equation: (P*/ Pp3 + ( v,/ V,)5/3 I; 1 where: Ps = Applied service tension load. Pt = Allowable service tension load. V, = Applied service shear load. V, = Allowable service shear load. The anchors cannot be subjected to vibratory loads. Sources of such loads include, for example, reciprocating en- gines, crane loads and moving loads due to vehicles. 2.5 Special Inspection: When special inspection is required, compliance with Section 1701 S.2 of the code is necessary. The special inspector must be on the jobsite continuously during anchor installation to verify anchor type, anchor dimensions, concrete type, con- crete compressive strength, hole dimensions, anchor spac- ings, edge distances, slab thickness, anchor embedment and tightening torque. 2.6 Identification: The concrete anchors are identified by their dimensional characteristics, the anchor size, and by the length code stamped on the anchor. The conical-shaped expander plugs are colored red. See Figure I for additional details. Length codes are in Table 8. Packages are identified with the anchor type and size, the manufacturer'sname and address, and the name of the quality control agency, PFS Corporation. EVIDENCE SUBMllTED Data complying with the ICBO ES Acceptance Criteria for Ex- pansion Anchors in Concrete and Masonry Elements (ACOI), dated January 1999. 4.0 FINDINGS That the ITW RamsetlRed Head fasteners described in this report comply with the 1997 Uniform Building CodeTu, subject to the following condltions: 4.1 4.2 4.3 4.4 4.5 4.6 4.7 4.8 4.9 4.10 Anchor sizes, dimensions and installation are as set forth in this report. Allowable shear and tension loads are as set forth in Section 2.4. Calculations justtfying that the applied loads com- ply with this report are submitted to the building of- ficlal for approval. Special inspection is provided as set forth in Sec- tion 2.5. Anchors are limited to installation in uncracked concrete, which Is concrete subjected to tensile stresses not exceeding 170 psl (1.2 MPa) as in- duced by external loads, deformations and interior exposures. Anchors are limited to nonflre-reslstive construc- tion unless appropriate data is submitted to dem- onstrate anchor performance is maintained in fire- resistive situations. Anchors are manufactured at Highway 12, Nlichi- gan City, Indiana, with Inspections by PFS Corpora- tion (NER--51). Use of electroplated or mechanically plated carbon steel anchors is limited to dry, interior locations. Use of hot-dipped galvanized carbon steel is per- mitted in exterior-exposure or damp environments. Except for ITW RamsetlRed Head Carbon Steel and Stainless Steel Trubolt Wedge anchors embedded in normal-weight concrete, as noted in Table 3, use of anchors in resisting earthquake or wind loads is beyond the scope of this report. The anchors are not subjected to vibratory loads, such as those encountered by supports for ncip rocating engines, crane loads and moving loads due to vehicles. This report is subject to re-examination In two years. TABLE l--TTw RAMSETRED HEAD SELF-DRILLING ANCHOR ALLOWABLE SHEAR AND TENSION VALUES (pound~)~.s.~ EMBEDMENT For SI: 1 inch = 25.4 mm, 1 Ibf = 4.45 N, 1 psi = 6.89 Wa. 'The tabulated shear andtensile values are for anchors installed in normal-weight concrete having thc designntrdultimate compressive strength atthe tinie of installation. %eSe tension values are applicable only when the anchors are installed with special inspection as set forth in Section 2.5. 3The minimum concrete thickness is ll/z times the embedment depth, or the embedment depth plus three times the anchor diameter, whichever is grater. 4The anchors are illustrated as follows: Values have been tabulated for both ASTM A 307 and A 449 bolts installed with the device. 6 . Page 3'of 7 ER-1372 TABLE Z-RECOMMENDED SPACING AND EDGE DISTANCE REQUIREMENTS FOR ITW RAfflSETlRED HEAD SELF-DRILLING ANCHOR' BOLT MAMETER (Inch) 114 318 I /2 314 DESCRIPTION Hin. Allowable Min. Anow8bk Spaclng Bemeen Anchor5 (Inches) Edge Dlstance Edge Distance Re~uhad to (Inches) MIN. OWln Max. DIAMETER Working Load = 0.95 for Tenslon EMBEDMENT = 0.85 for Tention = 0.70 for Shear WoRlng Load = 0.75 lor Shear DEPM (Jnches) (Inch) (Inches) Load F8sMr AppW R$iEPtO Load F8dl Applied Obtaln Max. ANCHOR (inches) '116 1 3/32 115116 I 3718 11-V16 9~~6 17/32 211/16 131~ 5318 21'116 "132 215/3t 43/8 ~ 231'~ 8"/16 43ig "116 2'/32 39/16 1'31~~ 7'18 39f16 ~ 1 3114 51'116 27/8 1 131~ 5"/16 For SI: 1 inch = 25.4 mni. 'Linear interpolation may be used for intermediate spacing and edge distances. 25 318 '12 55 TABLE MTW RAMSETRED HEAD TRUBOLT WEDGE ANCHOR ALLOWABLE SHEAR AND TENSION VALUES (pounds)*,2.4~~6 ~.~ 11/2 420 210 580 560 280 2114 1,165 580 1,190 1,275 640 3 870 435 1,000 1,485 740 4 1200 600 1,485 740 4'18 1,165 580 1.810 2,410 1,205 6 1.335 665 2.410 1.205 I I I f',. 2000 OII I f'.. 4.000 Dd I 90 518 DIAMETER I 2314 1,645 820 1,780 1,795 900 7'12 1,765 880 3,755 1,880 5'18 1,645 820 2,400 3,730 1,865 TeMIon 565 280 I75 314 Tension 825 410 825 410 3'/4 1,780 890 2,530 2,710 1,355 10 2.145 1.375 4.470 2.235 65/8 2,745 1,375 5,080 4.425 2,210 250 718 1- 3314 2,380 1,190 3,290 3,685 1,840 all4 3,665 1,835 5,220 5,235 2,620 8 3,665 1,835 5,580 2,790 1 3,485 1,745 4,020 5,045 2,520 3,650 1,825 7,170 5,995 3,000 911, 4.675 2.340 6,635 3,315 300 4% 7318 I 11.4 500 5'12 4,535 2,270 5,820 6,595 3,300 8 6,835 3,413 8,770 10,825 5,410 10 9.035 4.515 11.385 5-695 shear lnspedlon 350 475 655 1,035 1,530 1,530 1,190 1.760 1,810 2,705 2.705 5;935 5;065 I 5,895 4,145 4,355 6.090 9,485 8,315 7,365 8,410 11.065 11,385 --I-- 14.075 Speclal 410 420 410 1,125 v 765 1,355 1,355 1,215 2,405 1,665 3,995 2,530 5.935 2,950 3,045 2,650 6,120 4,160 9,520 4,160 y 5,695 12,640 For SI: 1 inch = 25.4 mm, 1 psi = 6.89 Pa, 1 Ibf . A = 1.355 818 N. m, 1 Ibf = 4.45 N. 'The tabulated shear and tensile values are for anchors installed in stoneaggregate concrete having the desipatedultimate compressive strength at the time of installation. 2The holes are drilled with bits complying with ANSI B212.15-1994. The bit diameter equals the anchor diameter. %ese tension values are applicable only when the anchors are installed with special inspection as set forth in Section 2.5. '%e mininium concrete thickaess is l1/2 times the embedment depth, or the embedment depth plus three times the anchor diameter, whichever is greater. 5Allowable static loads may be increased one-third for earthquake or wind resistance in accordance with Section 1612.3.3 of the code. No fiuther increase is allowed anchors are illustrated as follows: n ER-1372 .Page 4of 7 For SI: 1 inch = 25.4 mm. 'Linear interpolation may be used for intermediate spacing and edge distances. 2Spacings and edge distances shall be divided by 0.75 when anchors are placed in structwal lightweight concrete in accordance with Table 10. TABLE 5-RECOHMENDED SPACING AND EDGE DISTANCE REQUIREMENTS FOR SHEAR LOADS FOR ITW RAMSETIRED HEAD TRUBOLT WEDGE ANCHORS' For SI: 1 inch = 25.4 mm. N/A = Not applicable. 'Linear interpolation may be used for intemiediate spacing and edge distances 2Spacings and edge distances shaU be divided by 0.75 when anchors are placed in structural lightweight concrete in accordance with Table 10. Mln. Alloumble spadno lktmn Anchon (Inc-I Load Factor Applied - 0.40 2 J +age 5'0f 7 ER-I 372 CODE N 0 P s S T U V W X Y z ~ ~~____ ~~ TABLE MTW RAMSETIRED HEAD MULTI-SET II ANCHOR ALLOWABLE SHEAR AND TENSION VALUES (po~nds)~~~~~.~ LENGTH (Inches) 8 8'12 8'/2 < 9 9 < 9'12 9l/2 < 10 10< 11 11 < 12 12 < 13 13 < 14 14< 15 15 < 16 16 < 17 17 < 18 18 < 19 For SI: 1 inch = 25.4 mm, I lbf = 4.45 N, 1 psi = 6.89 kPa. 'The tabulatedshear and tensile values are for anchars installed in stone-aggregate concrete having the designatedultimate compressive strength at the time of installation. *The holes are drilled with bits complying with ANSI B212.15-1994. ?lu bit diameter equals the anchor diameter. 3These tension values are applicable only when the anchors are installed with special inspection as set forth in Section 2.5. 4The minimmu concrete thickness is 1112 times the embedment depth, or the embedment depth plus three times the anchor diameter, whichever is greater. 'The anchors are illustrated as follows: Values have been tabulated for both ASTM A 307 and A 449 bolts installed with the device. TABLE 7-RECOMMENDED SPACING AND EDGE DISTANCE REQUIREMENTS FOR TTW RAMSEWRED HEAD MULTI-SET II ANCHOR' Fa SI: I inch = 25.4 mm. 'bear interpolation may be used for intermediate spacing and edge distances. 'Spacings and edge distances shall be divided by 0.75 when anchors are placed in structural lightweight concrete in accordance with Table 9. TABLE %-LENGTH IDENTIFICATION CODES Black Yellow G purple K NIA L NIA M NIA LENofn OF ANCHOR I lnvnl .. 38 51 51 < 63 63 < 76 76 < 89 89 < 102 102 < 114 114 127 127 < 140 140 < 152 152 < 165 I65 178 178 < 191 191 < 203 ANCHOR lmml .. 203 < 216 216 < 229 229 < 241 241 < 254 254 < 267 267 < 305 305 < 330 330 < 366 366 < 38 1 381 <406 406 < 432 432 < 457 457 < 483 . - (inch) I 12 8OLT DIAMETER 318 Page 6 of 7 ER-1372 LOWER FLUTE Of STEEL DECK WlTH LIGHTWEIGHT CONCRETE LIGHTWEIGHT CONCRETE FILL r; = 3.wo pd r; = l.m psi MINIMUM TensIan Tenslon EMBEDMENT DEPTHS Wlth Special Without Speclal With Spcclai Without Sped81 ANCHOR DIAMETER (Inch) (ICheSp inrp.ctlon3 Inwctlon Shmr lnspectlon lnrpectlon Shear 51, 2 1,020 510 1,410 800 400 1,235 '12 1~116 965 482 1,105 835 41 7 1,105 TABLE MTW RAMSETIRED HEAD MULTI-SET II ANCHOR ALLOWABLE SHEAR AND TENSION VALUES pound^)',^.^ - (inch) I 12 8OLT DIAMETER 318 LOWER FLUTE Of STEEL DECK WlTH LIGHTWEIGHT CONCRETE LIGHTWEIGHT CONCRETE FILL r; = 3.wo pd r; = l.m psi MINIMUM TensIan Tenslon EMBEDMENT DEPTHS Wlth Special Without Speclal With Spcclai Without Sped81 ANCHOR DIAMETER (Inch) (ICheSp inrp.ctlon3 Inwctlon Shmr lnspectlon lnrpectlon Shear 51, 2 1,020 510 1,410 800 400 1,235 '12 1~116 965 482 1,105 835 41 7 1,105 ANCHOR DIAMETER (Inch) 318 '12 sh 314 LOWER FLUTE OF STEEL DECK WH LIGHlWElGHT LIGHTWEIGHT CONCRETE COUCRETE FJLL TeMbll Tenaion r; = 1,000 PSI r; = 3.m psi MlNlMUM With Sped81 Without S cia1 INSTALL "tEYm$NT WLV,S~~~~P da, ~ TORWE (h-lb.) 0nCbS)J hspectlon inspcdk Shear 1n.pntlon Ins&" Shear 25 1'12 530 265 930 475 23 7 790 3 735 367 1,060 710 355 1 ,OOo 55 2l14 900 450 1,760 850 425 1,345 3 1,180 590 1,655 1,120 560 1,655 4 NIA NIA 1,730 1,200 600 1,610 90 3 1,500 750 2,310 1,180 590 1,375 5 1,490 745 2,320 1,645 822 2,285 5l14 2,225 1,112 3,980 1,760 880 NIA 175 3l/4 1,790 895 3,150 1,460 730 2,220 For Si: 1 inch = 25.4 mru, 1 Ibf = 4.45 N, 1 psi = 6.89 kPa. 'The tabulated shear and tensile values are for anchors installedin stmctural lightweight concrete having the designated ultimate compressive strength at the time ofinstal- 2The holes are drilled with bit< complying with ANSI B212.15-1994. The bit diameter equals the anchor diameter. 'These tension values are applicable only when the anchors are installed with special inspection as set forth in Section 2.5. 41nstallation details are in Figure 3. Spacing and edge distances are in Table 7 as rnodified by Footnote 2. lation. Values have been tabulated for both ASTM A 307 and A 449 bolts installed with the device. TABLE IO-ITW RAMSETIRED HEAD TRUBOLT WEDGE ANCHOR ALLOWABLE SHEAR AND TENSION VALUES (pounds)lqz4 For SI: 1 inch = 25.4 mm, 1 psi = 6.89 Ha, 1 Ibf = 4.45 N. NIA = Not applicable. 'The tabulated shear and tensile values are for anchors installed in strud lightweight concrete having the designated compressive strength at the time of installation. 2The holes are drilled with bits complying with ANSI B212.15-1994. The bit diameter equals the anchor diameter. 3These tension values are applicable only when the anchors axe installed with special inspection as set forth in Section 2.5. 41nstallati0n details are in Figure 3. Spacing and edge distances are in Tables 4 and 5 as modified by Footnote 2. I I Self-Drills Trubolt Wedge Anchors Multi-Set li S bolt size) ws Carbon Steel anchor size x length) RM-Carbon Steel {bolt size) I I FIGURE IIDENTFICATION SYMBOLS FOR THE VARIOUS ANCHORS *Page 7'0f 7 ER-1372 1 .oo 0.60 0.20 E2 El E FIGURE 2-LOAD FACTORS FOR TRUBOLT WEDGE ANCHOR SHEAR LOADS AT REDUCED EDGE DISTANCES (See also Table 5) 1' CLR. UN. \ - TRUBOLT LIbH7WLIBM GoslERm ONLY 1 E DEPTH OF EMBEDMENT For SI: 1 inch = 25.4 mm. FIGURE GTRUBOLT AND MULTI-SET It ANCHORS IN LIGHTWEIGHT CONCRETE (f' = 3,000 psi) AND STEEL DECK WITH LIGHTWEIGHT CONCRETE FILL (f; = 3,000 psif Lu Lh d tl x- w J 3" Q 10-23-2003 Job Address: Perm it Type: Parcel No: Valuation: Reference #: Project Title: Applicant: TIM LUX 949 581-2255 City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 Plan Check Revision Building Inspection Request Line (760) 602-2725 Permit No: PCR03199 191 1 CALLE BARCELONA CBAD St: 150 PCR Status: ISSUED Lot#: 0 Applied: 0911 512003 Pian Approved: 1012312003 Issued: 1012312003 $0.00 Construction Type: NEW Entered By: RMA TILLYS-ADD ROOF MOUNT EQUIPMEN Inspect Area: & RE-ORGANIZE DATA ON REMAINING SHEETS Owner: Plan Check Revision Fee Additional Fees $1 80.00 $0.00 Total Fees: $1 80.00 Total Payments To Date: $0.00 Balance Due: $1 80.00 E34 10/23/03 0002 51 92 CGP 185 = 00 PERMIT APPLICATION CITY OF CARLSBAD BUILDING DEPARTMENT 1635 Faraday Ave., Carlsbad, CA 92008 FOR OFFICE USE ONLY PLAN CHECK NO EST. VAL. Plan Ck. Deposit Date this address) Legal Description Lot No. Subdivision NamelNumber Unit No. Phase No. Total # of units Assessor's Parcel # Existing Use Proposed Use (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 1$5001). Name Address City Statelzip Telephone # State License # License Class City Business License # Designer Name Address City Statelzip Telephone State License # 0 of the work for which this permit is issued. 0 issued. My worker's compensation insurance carrier and policy number are: Insurance Company Policy No. Expiration Date (THIS SECTION NEED NOT BE COMPLETED IF THE PERMIT IS FOR ONE HUNDRED DOLLARS [$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 compensation, damages as provided for in Section 3706 of the Labor code, interest and attorney'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 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 I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and contracts for such projects with contractor(s) licensed pursuant to the Contractor's License Law). 0 1. 2. 3. 4. number I contractors license number): 5. 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 I address I phone number / 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: of work): PROPERTY OWNER SIGNATURE DATE 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 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 YES NO IF ANY OF THE ANSWERS ARE YES, A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED UNLESS THE APPLICANT HAS MET OR IS MEETING THE REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT. 0 YES 0 NO ON LmJDlNQ I hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued (Sec. 3097(i) Civil Code). LENDER'S NAME LENDER'S ADDRESS 9 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 Citt 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 c APPLICANT'S SIGNATURE DATE y,//c/Q3 180 days (Section 106.4.4 Uniform Building Code). V WHITE: File YELLOW: Applicant PINK: Finance w 0 0 U 0 O w 0 EsGil Corporation In Bartnersfiip witfi Government for @uil&ng Safety DATE:‘ 10/21/03 JURISDICTION: City of Carlsbad PLAN CHECK NO.: 03-671.PCR03-199 SET: I1 PROJECT ADDRESS: 191 1 Calle Barcelona Suite 150 PROJECT NAME: Tilly’s - Revision to Structural For WAC 0 PLAN REVIEWER 0 FILE 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 #: Mail Telephone ‘ Fax In Person REMARKS: By: Doug Moody Endiosu res: Esgil Corporation 0 GA 0 MB 0 EJ 0 PC 1 0/14/03 tmsrntl.dot 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 6 (858) 560-1468 + Fax (858) 560 EsGil - Corporation In Partnership with Government for suifiring Safety DATE: 9/27/03 JURISDICTION: City of Carlsbad PLAN CHECK NO.: 03-671.PCR03-199 SET: I PROJECT ADDRESS: 1911 Calle Barcelona Suite 150 PROJECT NAME: Tilly’s - Revision to Structural for WAC 0 CI 0 w 0 w w cl 0 PLAN REVIEWER 0 FILE 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: Tim Lux 6 Morgan Suite 11, Imine, CA 92618 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: Tim Lux Telephone #: 949-581 -2255 C~JAVA/LA~*) Date contacted: 9/29/03 (by: ) Fax #:(qqq) SB 3 * 12 b3 Mail Aelephone Fax4 In Person REMARKS: By: Doug Moody Enclosures: Esgil Corporation 0 GA 0 MB EJ PC 9/18/03 tmsmtl.dot 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858) 560-1468 + Fax (858) 560-1576 City of Carlsbad 03-67 1 .PCRO3- 199 9/27jo3 PLAN REVIEW CORRECTION LIST TENANT IMPROVEMENTS PLAN CHECK NO.: 03-671.PCR03-199 OCCUPANCY: M USE: Retail TYPE OF CONSTRUCTION: VN ACTUAL AREA: 9555sf ALLOWABLE FLOOR AREA: STORIES: JURISDICTION: City of Carlsbad SPRINKLERS?: YES REMARKS: DATE PLANS RECEIVED BY JURISDICTION: 9/15/03 HEIGHT: OCCUPANT LOAD: 245 . DATE PLANS RECEIVED BY ESGIL CORPORATION: 9/18/03 DATE INITIAL PLAN REVIEW COMPLETED: 9/27/03 PLAN REVIEWER: 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 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, Le., 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) tifom.dot EsGil - Corporation In Partnership with Government for @uilding Safety DATE: 10/21/03 JURISDICTION: City of Carlsbad 0 PLAN REVIEWER - 0 FILE PLAN CHECK NO.: 03-671.PCRO3-199 SET: I1 PROJECT ADDRESS: 191 1 Calle Barcelona Suite 150 PROJECT NAME: Tilly’s - Revision to Structural For WAC The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction’s building codes. (7 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 u 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. 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: 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. .I Person contacted: Telephone #: Date contacted: (by: 1 Fax #: Mail Telephone - Fax In Person 0 REMARKS: By: Doug Moody Enclosures: Esgil Corporation GA MB EJ 0 PC 1 0/14/03 tmsmtl.dot 9320 Chesapeake Drive, Suite 208 e San Diego, California 92123 e (858) 560-1468 Fax (858) 560 ~~- . City of Carlsbad 03-671.PCROS-199 9/27/03 Revision I VALUATION AND PLAN CHECK FEE Reg. VALUE ($) :;g;ioe: Mod. 1 JURISDICTION: City of Carlsbad 199 PLAN CHECK NO.: 03-671.PCRO3- PREPARED BY: Doug Moody DATE: 9/27/03 I Air Conditioning Fire Sprinklers I I I I I TOTALVALUE I Jurisdiction Code Icb By Ordinance I 1994 UBC Building Permit Fee --__-____ zj 1994 UBC Plan Check Fee - -- __ Type of Review: Complete Review Structural Only - u Repetitive Fee 7 Repeats I * Based on hourly rate Comments: 0 Other Hourly -1 Hours* Esgil Plan Review Fee I $1 80.001 Sheet 1 of 1 macvalue.doc -.. PLANNING/ENGINEERING APPROVALS RESIDENilAl RESIDENTIAL ADDmON MDNOR PLAZA CAMIN0 REAL (< $10,oao.ao, \ CARkSW COMPANY STORES VlLLAGI FABRE COMPLETE OFFICE BUtLDtNC OTHER PLANNER I DATE I I 17/43 Carlsbad Fire Department 031 99 1635 Faraday Ave. Fire Prevention Y Carlsbad, CA 92008 (760) 602-4660 Plan Review Requirements Category: Building Plan Date of Report: 10/01/2003 Reviewed by: Name: DATUM ARCHITECTS Address: 6 MORGAN SUITE 111 City, State: IRVINE CA 92618 Plan Checker: Job#: 03199 Job Name: Tilly's Bldg #: PCR03199 Job Address: 191 1 Calle Barcelona Ste. or Bldg. No. 150 C] 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. Review 1 st 2nd 3 rd Other Agency ID FD Job # 03199 FD File # . Carlsbad Fire Department 031 99 1635 Faraday Ave Fire Prevention Carlsbad, CA.92008 (760) 602-4660 I Plan Review Date of Report: 10/01~003 Reviewed by: Name: DATUM ARCHITECTS Address: 6 MORGAN SUITE 11 1 City, State: IRVINE CA 92618 03199 Plan Checker: Job Name: Tilly's Job Address: 191 1 Calle Barcelona Ste. or Bldg. No. 150 Fire Department does not require the propsed Fire Alarm system be installed. It is strongly suggested that the proposed Fire Alarm system be omitted. Local smoke detection is acceptable. Central station monitoring is not required by either UFC or UBC. If applicant strongly desires to have installed said alarm, plans must be submitted seperately. STBJOBNO. 03- r3s STB STRUCTURAL ENGINEERS, INC. PROJECT: 1 ccY'5 - 6-c 5mD BYBDATE: B -03 DATE: CLIENT: Qztrua SHEET NO.-, 0F.A n 6 m'5 c t / 27 SUPPORT AT OPENING 1 3/4" x 14" 1.9E MicroIlamO LVL @ 24" olc THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED User 2 9/8/2003 2 53 46 PM Page 1 Engine Version 1 6 44 Member Slope: On2 Roof SlopeOn2 ~ ~~ -~ All dimensions are horizontal. L" Product Diagram is Conceptual. LOADS: Analysis is for a Joist Member. Primary Load Group - Roof (psf): 20.0 Live at 125 % duration, 15.0 Dead Vertical Loads: TYW Class Live Dead Location Appllcatlon Comment Uniform(plf) Roof(1.25) 0.0 12.5 16' TO 28' Adds TO Point(1bs) Roof(1.25) 0 1092 1'6 Point(lbs) Roof(1.25) 0 212 2'2 318" - SUPPORTS: Input Bearing Vertical Reactions (Ib) Ply Depth Nailing Detail Other Wldth Length LivelDeadlUpllfWTotaI Depth 1 Glulam or solid sawn lumber beam 6.75 Hanger 560 I 1703 IO I2263 1 14.00 NIA Top MountHanger None 2 Glulam or solid sawn lumber beam 6.75 Hanger 560 I 591 IO Ill51 1 14.00 NIA TopMountHanger None HANGERS: Simpson Strona-Ti& Connectors support Model Slope Skew Reverse Top Flange Top Flange Support Wood Flanger, Offset Slope Speclea 1 Top Mount Hanger MIT1.81I14 0112 0 NIA 2 Top Mount Hanger ITT14 0112 0 NIA -Nailing for Support 1: Face: 2-10dI Top 4-10d, Member: 2-N10 -Nailing for Support 2: Face: 2-NlO , Top 4-Nl0, Member: 2-N10 DESIGN CONTROLS: Maximum Design Control Control Shear (Ibs) 2224 1050 5819 Passed (18%) Moment (Ft-Lbs) 7417 7417 15768 Passed (47%) Live Load Defl (in) 0.635 0.896 Passed (USOS) Total Load Defl (in) 1.332 1.344 Passed (U242) -Deflection Criteria: MlNlMUM(LL:U360,TL:L/240). No 0 Douglas Fir No 0 Douglas Fir Location Lt. end Span 1 under Roof loading MID Span 1 under Roof loading MID Span 1 under Roof loading MID Span 1 under Roof loading -Allowable moment was increased for repetitive member usage. -Bracing(Lu): All compression edges (top and bottom) must be braced at 2' 8 OIC unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by TNS Joist (TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ product design criteria and code accepted design values. The specific product application. input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! -Allowable Stress Design methodology was used for Building Code UBC analyzing the TJ Custom product listed above. PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. PROJECT INFORMATION: 03-135 TILLY'S- CARLSBAD OPERATOR INFORMATION: Ramon Sanchez STB Structural Engineers, Inc. 21084 Bake Parkway Suite 100 Lake Forest. CA 92630 Phone : 949-599-0320 Fax : 949-599-0325 Copyright .' 2003 by Trus Joist, a Weyerhaeuser Business Hisrollamx is a registered trademark of Trus Joist. Simpson Strong-Tie6 Connectors is a registered trademark of Simpson Strong-Tle Company, Inc. J:\03-135\microlam.sms STB STRUCTURAL ENGINEERS, INC. STBJOBNO. O3- STB STRUCTURAL ENGINEERS, INC. STB JOB NO. 03-' 35 RSS BY: - DATE: PROJECT: TILLY'S CARLSBAD DATE: CLIENT: DATUM SHEETNO. 5 OF 0 I II II II II II I1 I .I I I II II I1O0 88 0 0 1100 0~;oOo 0 0 00 [ II Ill II I I jj I II II II II II II I; 0000 11 0 0 1; 00 11 00000 I II 0 II II 00000 I II II 11 II I II I jj I I ij I I! II II II II I1 I II II II II $0000 11 0000 I1 0000 I1 00000 I1 I 0 0 0 II 00000 I: I I I I I I II II II II II 00 II nnYZ zzww nann wwww -1-1-1-1 naaa naaa <<<a II II 00 ** O II II STB JOB NO. 5 STB STRUCTURAL ENGINEERS, INC. RSS BY: - DATE: - PRO JEcT: TILLY'S CARLSBAD - DAT, DATE: CLIENT: DATUM SHEETNO. b OF-4 II I I1 I II II I 88 8 8 0080 O 0 J5i 0 0 8 02 0 Ill .I I I II J 0 8s 00 888 000 0 I1 I II 0 0 3 9. . Ill .I I I 80990 0 00 88 8 8 0080 0 88 00 3 888 000 0 99999999 0 0 0 0 0 0 0 0 - 0 JS I II I II I 0 B - II 11 II Ill II I I1 I $85 000 0 0 2% 6 m, $j ln a< cd 'I i i 11 9 8Fz 6" gii 4 ii Ill I1 99999999 00000000 O II 0 ti II : II E i .c .5 .5 .- c E.E .E .c .. .. c .- c STB STRUCTURAL, ENGINEERS, INC. STB JOB NO. 03- 65- PROJECT: lucY '5 - Cmsmn BY:@% DATE: ?/ 03 DATE: CLIENT: V&==mt SHEETNO. 2 OF.7 r I -4 --o / -G --@ I I I 1 4 i i 3 r f .. , . I.. 1 1-1 8-2003 City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 Plan Check Revision Building Inspection Request Line (760) 602-2725 Permit No: PCR03250 Job Address: Permit Type: PCR Status: ISSUED Parcel No: Lot#: 0 Applied: 10l2912003 Valuation: $0.00 Construction Type: NEW Entered By: SB Reference #: CB030671 Plan Approved: 11/18/2003 Issued: 11/18/2003 Project Title: TILLYS DEFERRED SUBMITAL Inspect Area: 191 1 CALLE BARCELONA CBAD St: 150 BACKROOM STORAGE SHELVING Applicant: ARNElT CONSTRUCTION SUITE # 108 401 0 MORENA BLVD 921 17 858-270-4792 Owner: Plan Check Revision Fee Additional Fees $1 20.00 $0.00 Total Fees: $120.00 Total Payments To Date: $0.00 Balance Due: $120.00 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. PERMIT APPLICATION CITY OF CARLSBAD BUILDING DEPARTMENT 1635 Faraday Ave., Carlsbad, CA 92008 .J 1 Address (include BldgISuite #) Business Name FOR OFFICE USE ONLY PLAN CHECK NO.&ZCa EST. VAL. Validated By (ZL 4//s (at this address) Legal Description Lot No. Subdivision NamelNumber . Unit No. Phase No. Total # of units JdBm Id72 L 06 -3 /-ab -= 12.4 a%4LSwAP? (Sp3&& - Sc/ELV//& Proposed Use Existing Use # of Bathrooms SO. FT. #of Stories # of Bedrooms Name Address City StatelZip Telephone # ER Name Address city StatelZip Telephone # (Sec. 7031.5 Business a issuance, also requires the applicant for such permit to file a signed statement that he is licensed pursuant to the provisions of the Contractor's License Law [Chapter 9, commending with Section 7000 of Division 3 of the Business and Professions Code] or that he is exempt therefrom, and the basis for the alleged 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 [$5001). Name Address City StatelZip Telephone # State License I License Class City Business License # Designer Name Address city StatelZip Telephone Workers' Compensation Declaration: I hereby affirm under penalty of perjury one of the following declarations: 0 of the work for which this permit is issued. 0 issued. My worker's compensation insurance carrier and policy number are: Insurance Company Policy No. Expiration Date (THIS SECTION NEED NOT BE COMPLETED IF THE PERMIT IS FOR ONE HUNDRED DOLLARS [$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 compensation, damages as provided for in Section 3706 of the Labor code, interest and attorney'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 SIGNATURE DATE 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 I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and contracts for such projects with contractor(s) licensed pursuant to the Contractor's License Law). 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 I address I phone number I contractors license number): Business and Professions Code for this reason: 4. number I contractors license number): 5. 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 of work): PROPERTY OWNER SIGNATURE DATE SECTIO r future 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 YES NO IF ANY OF THE ANSWERS ARE YES, A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED UNLESS THE APPLICANT HAS MET OR IS MEETING THE REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT. 0 YES 0 NO DIN affirm ac 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 City of Carlsbad to enter upon the above mentioned property for inspection purposes. I ALSO AGREE TO SAVE, INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS, COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT. OSHA: An OSHA permit is required for excavations over 5'0" deep and demolition or construction of structures over 3 stories in height. EXPIRATION: Every permit issued by the building Official under the provisions of this Code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 180 days from the date of such permit or if the building or work authorized by such permit IS suspended or abandoned at any time after the work is commenced for APPLICANT'S SIGNAT DATE /d- 29 - ~~ EsGil Corporation In partnership with Government for suiting safety DATE: 11/10/03 JURISDICTION: City of Carlsbad WT 0 PLAN REVIEWER - 0 FILE PLAN CHECK NO.: 03-671 rev(PCR03250) SET: I PROJECT ADDRESS: 1911 Calle Barcelona Suite 150 PROJECT NAME: Storage Fixture for Tilly’s 0 The plans transmitted herewith have been corrected where necessary and substantialfy 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. [3 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 [3 The applicant’s copy of the check list has been sent to: contact person. 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: Fire Department approval is required. Mail Telephone Fax In Person By: DavidYao Enclosures: original approved plan Esgil Corporation 0 GA 0 MB 0 EJ 0 PC 1113 tmsmtl.dot , 9320 Chesapeake Drive, Suite 208 San Diego, California 92123 + (858) 560-1468 + Fax (858) 560-1576 City of Carlsbad 03-671 rev(PCR03250) 11/ 10/03 VALUATION AND PLAN CHECK FEE JURISDICTION: City of Carlsbad rev(PCR03250) PLAN CHECK NO.: 03-671 PREPARED BY: David Yao DATE: 11/10/03 BUILDING ADDRESS: 1911 Calle Barcelona Suite 150 BUILDING OCCUPANCY: TYPE OF CONSTRUCTION: Blda Permit Fee by Ordinance V I Plan Check Fee by Ordinance -* I Type of Review: 0 Complete Review 0 Structural Only Repetitive Fee Repeats 0 Other Hourly I ~ 11 Hour* I Esgil Plan Revlew Fee 1 $1 20.001 I $96.00 I Based on hourly rate Comments: Sheet 1 of I rnacvalue.doc Carlgbad Fire Department 03250 1635 Faraday Ave. Carlsbad, CA 92008 Fire Prevention (760) 602-4660 Plan Review Requirements Category: High Piled Combustible Date of Report: 11/17/2003 Reviewed by: Name: Eugene Arriola Address: 10 Whatney City, State: lrvine CA 92618 I Plan Checker: Job#: 03250 Job Name: Tilly's Bldg #: PCR03250 Job Address: 191 1 Calle Barcelona Ste. or Bldg. No. 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. 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 2 nd 3rd Other Agency ID FDJob# 03250 FD File # .Carlsbad Fire Department 03250 . Carlsbad, CA 92008 1635 Faraday Ave. Fire Prevention (760) 602-4660 Plan Review Date of Report: 1 1/17/2003 Reviewed by: Name: Eugene Arriola Address: 10 Whatney City, State: Imine CA 92618 Plan Checker: Job Name: Tilly’s 03250 Job Address: 191 1 Calle Barcelona Ste. or Bldg. No. See specific note. Requirements Category: High Piled Combustible Storage ~ r Requirement: Pending 15.17 Additional requirements or comments A RENEWABLE STORAGE PERMIT SHALL BE REQUIRED TO BE OBTAINED AT/ OR PRIOR TO FINAL INSPECTION. PLEASE CONTACT CARLSBAD FIRE DEPARTMENT AT 760-602-4666 TO OBTAIN PERMlTlNG INFORMATION. Page 1 1 1 /I 7/03 SElZMlC MATERIAL HANDLING ENGINEERING EST. 1985 STORAGE RACKS STEEL SHELVING SEISMIC ANALYSIS ALASKA INDIANA OHK) DRIVE-IN RACKS MOVABLE SHELVING STRUCTURAL DESIGN ARIZONA CANTILEVER RACKS STORAGE TANKS CITY APPROVALS CALIFORNIA MICHIGAN Cfmm MEZZANINES MODULAR OFFICES STATE APPROVALS mm MINNESOTA PENNSYLVANIA CONVEYORS GONDOLAS PRODUCT TESTING CONNECTICUT MISSOURI TEXAS CAROUSELS BOOKSTACKS FIELD INSPECTION G!B=K34 MONTANA UTAH PUSHBACK RACKS FLOW RACKS SPECIAL FABRICATION IDAHO NEVADA VIRGINIA RACK BUILDINGS FOOTINGS PERMITTING SERVICES ILLINOIS NEW MEXICO WASHINGTON OKLAHOMA KANSAS LIGHT DUTY STORAGE FIXTURES TILLY'S 191 1 CALLE BARCELONA STE 150 CARLSBAD, CA JOB 8~03-1441 161 ATLANTIC STREET POMONA CA 917 ._ FILE COPY PROJECT TILLY'S mR TILLY'S SHEET NO. 2 OF 10 CALCULATEDBY J.J. DATE 10121 /03 SEIZMIC @ MATERIAL HANDLING ENGINEERING TEL: (909) 869-0969 FAX: (909) 869-0981 161 ATIANTIC AVENUE POMONA CA 91768 LIGHT DUTY STORAGE FIXTURES: PROJECT SCOPE THE PURPOSE OF THIS ANALYSIS IS TO SHOW THAT THE FOLLOWING LIGHT DUTY STORAGE SYSTEM COMPLIES WITH SECTION 1630.2.1 OF THE 2001 CBC/l997 UBC. CRITICAL CONFIGURATION ANALYZED. PARAMETERS SHELVING UNITS WILL BE ANALYZED AS AN ELEMENT UTILIZING THE FOLLOWING FOR MU LA: V= 2.5xCaxIxW/R WHERE: Ca = 0.44 I= 1.0 R = 5.6 <== FOR MOMENT FRAMES 1.4 <=== WORKING STRESS REDUCTION W= LUn+DL n= 1 SPECIFICATIONS STEEL - Fy = 36000 PSI BOLTS - A307 UNLESS OTHERWISE NOTED ANCHORS - 1/4"0 x 2" MIN. EMBED. HILT1 KWlK BOLT II ICBO 4627 (I.C.B.O. 4627) SHELVES - PARTICLE BOARD OR PLYWOOD SLAB - 5 IN x 3000 PSI SOIL - 1,000 PSF CON FIG U R AT1 ON S CRITICAL CONFIGURATION ANALYZED MATERIAL HANDLTNG ENGINEERING TEL: (909) 869-0969 FAX: (909) 869-0981 PROJECT TILLY'S FOR TILLY'S CALCULATED BY J.J. DATE 10121 /03 SHEET NO. 3 OF 10 I /,t ~ ~ NOTE: THIS IS THE TRIBUTARY SYSTEM BEING ANALYZED. PROJECT TILLY'S m TILLY'S SHEET NO. 4 OF 10 CALCULATEDBY J.J. DATE 10/21/03 SElZMlC @ MATERIAL HANDLING ENGINEERING TEL: (909) 8694989 FAX: (909) 869-0981 STRESS= 45% STRESS = 48% #RIVETS= 2 161 ATLANTIC AVENUE POMONA CA 91768 I.C.B.O. # 4627 QUANTITY/(F.P.)= 1 SIZE= 1/4"0 x 2" MIN. EMBED. SPECIFICATION TYPICAL FIXTURE THE SUPPORT STRUCTURE SHALL BE ANALYZED WITH RESPECT TO THE REQUIREMENTS SET FORTH IN THE 2001 CBC/l997 UBC. THE STRUCTURAL COMPONENTS SHALL BE ANALYZED WITH RESPECT TO THE MOST CRITICAL CONFIGURATIONS OF LOADS RESULTING FROM STATIC AND RIVET SIZE= 1/41N STRESS= 52% LATERAL FORCES. COLUMN STEEL- 36,000 PSI BEAM STEEL- 36,000 PSI BASE STEEL- 36,000 PSI BOLTS- A307 UNLESS OTHERWISE NOTED SLAB- 5 IN * 3000 PSI SOIL- 1000 PSF SEISMIC FORMULA- 2.5 x Ca x I x W / R STRESS (FULL)= 9% STRESS (TOP)= 2% SLAB AND SOIL SLAB THICK= 5.0 IN CONCRETE f'C= 3,000 PSI SOIL BEARING= 1,000 PSF STRESS(PUNCTURE)= 21 % STRESS(TENSION)= 13% (SECTION 1630.2.1 OF THE 2001 CBCll997 UBC) SEISMIC ZONE 4 Na= 1*0 CONFIGURATION SINGLE ROW UNITS # LEVELS= 6 LVL BEAM LENGTH= 72.0 IN LULEVEL= 250 LB DUL-EVEL= 20 LB t FRONT VIEW 72" SIDE VIEW 24" I 3" SUMMARY OF RESULTS (TYPICAL FIXTURE) I BEAM I COLUMN I ANCHORS (OVERTURNING) I I TYPE=APHlO 1 TYPE= HILT1 KWlK BOLT II I TYPE= DRB I PROJECT TILLY'S Fa? TILLY'S SHEET NO. 5 OF 10 CALCULATED BY J.J. DATE 10/21/03 SElZMlC a MATERIAL HANDLING ENGINEERING TEL: (909) 869-0989 FAX: (909) 869-0981 1 SEISMIC SHEAR 161 ATLANTIC AVENUE POMONA CA 91768 LOADS & DISTRIBUTION: TYPICAL FIXTURE wx hx 81 0 7,560 12,960 19,710 24,300 30,510 RACK ANALYSIS WILL BE BASED ON SECTION 1630.2.1 OF THE 2001 CBCl1997 UBC, WHERE SEISMIC SHEAR IS DERIVED AS: V= 2.5xCaxIxWIR Fi 1.9 LB 17.9 LB 30.7 LB 46.7 LB 57.6 LB 72.4 LB Ca = 0.44 I= 1 R = 5.6 n= 1 1.4 95,850 #of SHELF LVLS = 6 SHELF LL = 250 LBlLVL DULEVEL = 20 LBlLVL TOTAL LL = 1,500 LB TOTAL DL = 120 LB 227 LB e== MOMENT FRAMES <=== WORKING STRESS REDUCTION V = 2.5 x 0.44 x 1 x (1500 LB l 1 + 120 LB) l 5.6 x 1.4 = 227 LB LEVEL 1 2 3 4 5 6 wx(DL + LL) 270 LB 270 LB 270 LB 270 LB 270 LB 270 LB 1,620 LB hx 3.0000 IN 28.0000 IN 48.0000 IN 73.0000 IN 90.0000 IN 113.0000 IN TOTAL = I I 502 IN-LB 1,475 IN-LB 3,412 IN-LB 5,186 IN-LB 8,176 IN-LB 1 PROJECT TILLY'S FQR TILLY'S SHEET NO. 6 OF 10 MATERIAL HANDLING ENGINEERING CALCULATEDBY J.J. DATE 10/2 1/03 TEL: (909) 869-0989 FAX: (909) 869-0981 161 ATLANTIC AVENUE POMONA CA 91768 TRANSVERSE ANALYSIS: TYPICAL FIXTURE COLUMN FORCES Mbase = 0 IN-LB PcoKseisrnic) = Movt/d = 782 LB VCOI=V/~= 114LB Mcol(1-1) = Vcol x hi - Mbase = 114 LB x 3 IN - 0 IN-LB = 341 IN-LB Mcol(2-2) = [Vcol - SFi121 x hi12 = [114 - 11 LB x 25 IN 12 = 1,409 IN-LB McoI(3-3) = 1,037 IN-LB McoI(5-5) = 552 IN-LB Mcol(6-6) = 416 IN-LB BEAM TO COLUMN MOMENTS Mconn(1-1) = [Mcol(l-l) + Mcol(2-2)l 1 2 Mconn(2-2) = 1,223 IN-LB Mconn(3-3) = 1,071 IN-LB = 875 IN-LB <==BASE ASSUMED TO BE PINNED PCOl(1-1) = 810 LB PcoI(2-2) = 67.5 LB <== COLUMN CHECK PcoI(3-3) = 540 LB Pcol(5-5) = 405 LB PcoI(6-6) = 270 LB c== CONNECTION CHECK PROJECT TILLY'S FOR TILLY'S SHEET NO. 7 OF 10 MATERIAL HANDLING ENGINEERING CALCULATED BY J.J. DATE 10/21/03 TEL: (909) 669-0989 FAX: (909) 869-0981 161 ATLANTIC AVENUE POMONA CA 91 768 COLUMN ANALYSIS: (APH10) TYPICAL FIXTURE ANALYZED PER THE 2001 CBC/1997 UBC. SECTION PROPERTIES BASED ON THE EFFECTIVE SECTION. Ptotak 1,457 LB Mmax= 1,409 IN-LB KXLX~X = 1.2*25.5 lN10.6365 IN = 48.1 e=== (Kl1r)rnax = 37.7 KyLylry = 1.2*25.5 IN10.811 IN AXIAL Fe= xA2E/(KUr)maxA2 = 126.0 KSI Fy12= 18.0 KSI SINCE, Fe > Fy12 THEN, Fn= Fyll -Fy/4Fe) = 36 KSI*[1-36 KS11(4*126 KSI)] = 33.4 KSI Pn= Aeff*Fn = 13,137 LB Qc= 1.92 Pa= PnlSlc = 131 37 LB11.92 = 6,842 LB P/Pa= 0.21 > 0.15 ,FLEXURE CHECK: P/Pa + (Crnx*Mx)/(Max*px) 5 1.33 P/Pao + MxlMax 2 1.33 Pno= Ae*Fy = 0.393 IN"2 *36000 PSI = 14,148 LB Pao= PnolSlc = 141 48 LBll.92 = 7,369 LB Myield=My= Sy*Fy = 0.138 IN"3 * 36000 PSI = 4,972 IN-LB Max= MylQf = 4972 IN-LB11.67 = 2,977 IN-LB Pcr= xA2EIl(KL)maxA2 = ~"2*29500000 PSI/(1.2*25.5 IN)^: = 49,601 LB THUS, SECTION PROPERTIES t = 0.075 IN Aeff = 0.393 IN"2 IX = 0.160 IN"4 SX = 0.116 IN"3 TX = 0.637 IN ly = 0.259 IN"4 Sy= 0.138 IN"3 ry = 0.811 IN Kx= 1.2 Lx = 25.5 IN Ky= 1.2 Ly = 25.5 IN Fy= 36 KSI E= 29,500 KSI Of= 1.67 Crnx= 0.85 Cb= 1.0 px= {1/[1 -(Szc*P/P~r)l}~-l = {1/[1-(1.92*1457 LB/49601 LB)]}"-l = 0.94 (1 457 LB16842 LB) + (0.85*1409 IN-LB)/(2977 IN-LB*0.94) = (1457 LB17369 LB) + (1409 IN-LB12977 IN-LB) = 0.64 c 1.33, OK 0.67 < 1.33, OK PROJECT TILLY'S FOR TILLY'S SHEET NO. a OF 10 MATERIAL HANDLING ENGINEERING CALCULATED BY J.J. DATE 1 012 1 /03 TEL: (909) 869-0989 FAX: (909) 669-0981 = (1.88LB/IN)*(72 IN)"2/8 = 1,215 IN-LB fb/Fb = M/(S x Fb) = 1215/(0.125 1N"3*0.6*36000 PSI) 161 ATLANTIC AVENUE POMONA CA 91 768 / / / ' t=l4 ga. / DOUBLE RIVET BEAM (DRB) ANALYSIS: TYPICAL FIXTURE ALTHOUGH CONNECTIONS PROVIDE SOME FIXITY, THE BEAM WILL BE ANALYZED AS A SIMPLE SUPPORTED BEAM. NOTE THAT ANALYSIS WILL BE BASED ON MAXIMUM LOAD PER BEAM. LOADEHELF = 270 LB LOADSHELF W = LOAD/2 BEAMS LOAD/BEAM w = W/2L = (250 LB+20 LB)/(2*72 IN) 2 11/16" 1 CONNECTION ANALYSIS: TYPICAL FIXTURE Mconn. = (Mupper + Mlower) = = 1,223 IN-LB (M 7-1 + M 2-2)/2 a) SHEAR CAPACITY OF 1/4"0 RIVET A= ((DIA.IA2)n/4 = .0491 IN"2 Pmax = Fy x Area = 1178LB Ml-14 Mconn.allow= Pmax x d x 1.33 d (CTR TO CTR SPACING) = 1.5 IN RIVET DIA. = .25 IN = 2,356 IN-LB Mconn / Mconn allow = 0.52 e 1.00 O.K. COLUMN THK. = .0747 IN RIVET (Fy) = 24,000 PSI PROJECT TILLY'S TILLY'S FOR SEIZMIC SHEET NO. 9 OF 10 CALCULATEDBY J.J. DATE 10/21/03 -* MATERIAL HANDLING ENGINEERING TEL: (909) 869-0989 FAX: (909) 869-0981 161 ATLANTIC AVENUE POMONA CA 91 768 OVERTURNING ANALYSIS: TYPICAL FIXTURE EL n DEPTH = 24.0 in TOP LEVEL HEIGHT = 120 in FULLY LOADED: Total Shear= 227 Ib EL 5 Mot = C(Fi*hi) * 1.15 = 21,570 in-lb = (1620 Ib + 120 lb)*24 in/2 = 20,880 in-lb MSt = C(Wp+wDL)*D/2 EL 4 Puplift = 1 (Mot - Mst)(Depth EL 3 = (21 570-20880)/24 = 29. Ib <= UPLIFT EL2 TOP SHELF LOADED: SHEAR = 38 Ib Mot = VtOp * ht * 1.1 5 EL 1 = 38Ib*120in*1.15 = 5,228 in-lb I I/ Mst = (Wp+wDL)*D/2 A = (250 Ib + 120 lb)*24/2 = 4,440 in-lb Puplift = 1 (Mot - Mst)/Depth = 33 Ib <= UPLIFT FLOOR ANCHORS: QUANTITY= 1 PULLOUT = 353 LB SHEAR = 533 LB COMBINED STRESS1 = (29 LB/353 LB)"5/3 + (1 14 LB/533 LB)"5/3 = 0.09 e1.0 OK COMBINED STRESS2 = (33 LB/353 LB)"5/3 + (19 LB/533 LB)"5/3 = 0.02 1.0 OK USE (1) 1/40 x 2" MIN. EMBED. HILT1 KWlK BOLT II (I.C.B.O. #4627) OR APPROVED EQUAL PULL OUT CAPACITY IS THAT OF WITHOUT SPECIAL INSPECTION. WALL ANCHORS: AlTACH REAR POSTS TO CONTINUOUS 1 X6 WOOD FURRING AT 3" FROM FLOOR, 60" FROM FLOOR & 96" FROM FLOOR. USE (1) #8 SELF TAPPING SCREWS. WALL ADEQUACY: ANALYZED TO COMPLY TO SECTION 161 1.5 OF THE 1997 UBC. Wall(Ht) = 10.0 FT Trib(Width) = 6.0 FT Fp = 3.79 PSF e 5 PSF O.K. PER SECTION 161 1.5 INTERlORlPARTlTlON WALLS > THAN 6 FT IN HEIGHT MUST BE DESIGNED FOR A MINIMUM OF 5 PSF LATERAL LOADING. PROJECT TILLY'S m TILLY'S SHEET NO. 10 OF 10 CALCULATED BY J.J. DATE 10/21/03 SEIZMIC @ MATERIAL HANDLING ENGINEERING TEL: (909) 869-0989 FAX: (909) 869-0981 = [(5.25 IN + 92) + (2.5 IN + 5 1N/2)1*(2)*(5 IN) = 127.5 IN"2 7L b ,' 161 ATLANTIC AVENUE POMbNA CA 91768 2 L B / / BASE PLATE Weff. = 5.25 IN Deff. = 2.5 IN I L / CONCRETE t = 5.0 IN f'c = 3,000 PSI Y 8 x .- 8, A- 3 3-