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Home My WebLink About2800 ROOSEVELT ST; B; CB022571; Permit. A. . City of Carlsbad 1635 Faraday Av. Carlsbad, CA 92008 10-24-2002 Commercial/Industrial Permit Permit No: CB022571 Building Inspection Request Line (760) 602-2725 Job Address: 2800 ROOSEVELT ST CBAD St: B Permit Type: TI Sub Type: COMM Parcel No: Lot #: 0 Status: ISSUED Valuation: $161,460.00 Construction Type: VN Applied: 08/29/2002 Occupancy Group: Reference #: Entered By: RMA Project Title: QUALITY CARE MEDICAL-5,382 SF Plan Approved: 10/24/2002 OFFICE TO OFFICE Issued: 10/24/2002 Inspect Area: Applicant: Owner: JACK CARTER 9629 1.0/24/02 0002 01 02 1266-33 619 440-7511 ( Total Fees: $1,409.82 '\ Total Payments To Date $143.49 Balance Due: \.1,266.33 Building Permit $737.52 Meter Size 2 Add'I Building Permit Fee $0.00 Add'l Red. Water Con. Fee $0.00 J- Plan Check $479.39 Meter Fee $0.00 AddI Plan Check Fee $0.00 SDCWA Fee $0.00 Plan Check Discount $0.00 CFD Payoff Fee $0.00 Strong Motion Fee $33.91 PFF $0.00 Park Fee $0.00 .PFF (CFD Fund) $0.00 LFM Fee $0.00 License Tax $0.00 Bridge Fee $0.00 License Tax (CFD Fund) $0.00 BTD #2 Fee $0.00 Traffic Impact Fee $0.00 BTD #3 Fee $0.00 Traffic Impact (CFD Fund) $0.00 Renewal Fee $0.00 PLUMBING TOTAL $62.00 Addi Renewal Fee $0.00 ELECTRICAL TOTAL $60.00 Other Building Fee $0.00 MECHANICAL TOTAL $37.00 Pot. Water Con. Fee $0.00 Master Drainage Fee $0.00 Meter Size Sewer Fee $0.00 AddI Pot. Water Con. Fee $0.00 Redev Parking Fee $0.00 Red. Water Con. Fee $0.00 Additional Fees $0.00 TOTAL PERMIT FEES $1,409.82 FINAL APPROVAL Inspe I ctorfr1 '(," Date: f--(O'- O? Clearance: I NOTICE: Please take NOTICE that approval of your project includes the "Imposition" of fees, dedications, reservations, or other exactions hereafter collectively referred to as fees/exactions." You have 90 days from the date this permit was issued to protest imposition of these fees/exactions. If you protest them, you must follow the protest procedures set forth in Government Code Section 66020(a), and file the protest and any other required information with the City Manager for processing in accordance with Carlsbad Municipal Code Section 3.32.030. Failure to timely follow that procedure will bar any subsequent legal action to attack, review, set aside, void, or annul their imposition. You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capacity changes, nor planning, zoning, grading or other similar application processing or service fees in connection with this project. NOR DOES IT APPLY to any c)f' ERMIT APPLICATION CITY OF CARLSBAD BUILDING DEPARTMENT 1635 Faraday Ave., Carlsbad, CA 92008 FOR OFFICE USE ONLY PLAN CHECK NO. CJ?o.z. -57/ EST. VAL. 25 €254, Plan Ck. Deposit Validate _________________________ Date 1/ (ô [TióJEcTTNFORMATiO_________________________________ III Business Name (at this Legal Description I,o'r' 'Lot No. Subdivision Name/Number - Unit No. Phase No. Total # of units - 7,4 L&J', 14PP # 1-7-,X-2- Assessor's Parcel 9 Existing Use FF 02 Description of Work SQ. FT. #of Stories Ili 9E-New e_&j5 # of Bedrooms --# Of Bathroom - - - (fE%4 TWY jCONTACTPERSOf7erentfwm 2H Name I. .._.A?PLICANT Address City I State/Zip ,,Tel h ne II # O!7I '-r44 ,t4I- c 0 Contractor_O Agent for Owner_i gent forQwner Name , Address City State/Zip Telephone # Name Address ( City State/Zip Telephone # [5CONTRACTOR:COMPANYjIAME (Sec. 7031.5 Business and Professions Code: Any City or County which requires a permit to construct, alter, improve, demolish or repair any structure, prior to its issuance, also requires the applicant for such permit to file a signed statement that he is licensed pursuant to the provisions of the Contractor's License Law [Chapter 9, commending with Section 7000 of Division 3 of the Business and Professions Code] or that he is exempt therefrom, and the basis for the alleged 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 I$5001). Name Address City State/Zip Telephone # State License # License Class City Business License # Designer Name Address City State/Zip Telephone State License # - WORKERSCOMPENSATI0N_______________________________ Workers' Compensation Declaration: I hereby affirm under penalty of perjury one of the following declarations: I have and will maintain a certificate of consent to self-insure for workers' compensation as provided by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. 0 I have and will maintain workers' compensation, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My worker's compensation insurance carrier and policy number are: I - Insurance Company Policy No. Expiration Date__________________ (THIS SECTION NEED NOT BE COMPLETED IF THE PERMIT IS FOR ONE HUNDRED DOLLARS [$ 1001 OR LESS) CERTIFICATE OF EXEMPTION: I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as 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. SIGNATURE DATE 7TOWNER-BUlLDER'bECLARATION 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). I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and contracts for such projects with contractor(s) licensed pursuant to the Contractor's License Law). I am exempt under Section Business and Professions Code for this reason: I personally plan to provide the major labor and materials for construction of the proposed property improvement. 0 YES ONO I (have / 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 / 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 / address / phone number / contractors license number): - I will provide some of the work, but I have contracted (hired) the following persons to provide the work indicated (include name / address / phone number / type of work): PROPERTY OWNER SIGNATURE - DATE [COMPLETE THIS SECTION FOR NON-RESIDENTIAL BUILDING PERMITS" ONLY ________________________________________________________ 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 $I NO Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? 0 YES NO 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. r8CONSTRtJcflON LENDING AGENCY_________________________ I hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued (Sec. 30970) Civil Code). LENDER'S NAME LENDER'S ADDRESS_______________________________________________________ 4TAPPLICANT CERTIFICATION 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 WHJf1IAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT. OSHA: An OSHA permit is A comed eve s over 5'0 deep and demolition or construction of structures over 3 stories in height. EXPIRATION: Every permit 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 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 o 180 days (Section 106.4.4 Uniform Building Code). APPLICANT'S SIGNATURE DATE WHITE: File YELLOW: Applicant PINK: Finance City of Carlsbad Bldg Inspection Request For: 01/09/2003 Permit# CB022571 Title: QUALITY CARE MEDICAL-5,382 SF Description: OFFICE TO OFFICE Type: TI Sub Type: COMM Job Address: 2800 ROOSEVELT ST Suite: B Lot 0 Location: APPLICANT JACK CARTER Owner: Remarks: Total Time: Inspector Assignment: PD Phone: 7608025506 Inspector:/j Requested By: GERALD Entered By: CHRISTINE CD Description 19 Final Structural 29 Final Plumbing 39 Final Electrical 49 Final Mechanical Act Comment Associated PCRs/CVs Inspection History Date Description Act Insp Comments 12110/2002 14 Frame/Steel/Bolting/Welding AP PD AT ENTRY 11/22/2002 17 Interior Lath/Drywall AP PD 11/18/2002 14 Frame/Steel/Bolting/Welding AP PD WALLS 11/18/2002 34 Rough Electric AP PD 11/04/2002 17 Interior Lath/Drywall PA PD DEMISING WALL 10/29/2002 31 Underground/Conduit-Wiring AP PD 10/29/2002 34 Rough Electric PA PD 10/25/2002 21 Underground/Under Floor AP PD ON of CarlsDa Final Building Inspection Dept: Building Engineering Planning CMWD StIii2r Plan Check #: Date: 01/09/2003 Permit #: CB022571 Permit Type: TI Project Name: QUALITY CARE MEDICAL-5,382 SF Sub Type: COMM OFFICE TO OFFICE Address: 2800 ROOSEVELT ST #B Lot: 0 Contact Person: GERALD Phone: 7608025506 Sewer Dist: Water Dist: Date Inspected' 10-11o, Inspected: Approved: -Disapproved: Inspected Date By: Inspected: Approved: Disapproved: Inspected Date By: Inspected: Approved: Disapproved: Comments: c94t' - -r -. CONSTRUCTION TES'TING & ENGINEERIN,, INC. ESCONDIDO • TRACY • CORONA • OXNARD *LANCASTER TION REPORT . PAGE OF CTE JOB # 10 51cLj REPORT# I INSPECTION MATERIAL IDENTIFICATION ( ) CONCRETE CONC. M1X/PSI______________________ ) MASONRY GRO1frMIXk!PSI_________________________ ( ) P.T. CONC. MORTAR TYPF.JPSI / FIELD \k H Fi PiBAR GRADE SHOP WELDING STR. STUL ( )PILE DRIVING ILS.BOLF_____ ( ) BATCH PLANT MAS. BLOCK_______ ( ) EXP. ANCHOR ELECTRODE -- ( )OTHER ENGINEERING. INC. INSPE PROJETNAME 1j0L141 zre err ADDRESS: OO 1nnSekM 4. (arIc ARCHITECT: IA1OJ&4!e_Arei4ure ENGINEER: lE wmerct CONTRACTOR: (MA INSPECTION DATE- _112i6/o2- .PLAN FILE: BLDG PERMIT: Co22S'7t OTHER: Matérial Simpling ( ) CONCRETE ( ) MORTAR ( ) GROUT ( ) FIREPROOFING () MASONRY BLOCK ( ) REBAR ( ) STRUCTURAL STEEL ( ) BOLTS NSP. PE0106kMtD. JOB PROLEM, MAEALAL IDEN FIcATONPROGRES8;WORK REJECTED; AEMARes' I rIC AJeirrF, er1i4ior. TndeA AeiJ W9 X 13 +b S? 1 - 2L1 r*r rcir+. e.ocner o eo.;\ '11\2.' -i.r WA 0.q.-y rv-jgA 2F1 b9700; Oa?A ASe.. 6 +D A)'?,X)3 Coini. QerVo—al nor c&rrnove..rI qy UC- t r P16 Dl. \Ak1.c o I ' I Uertmcatlon ol I.ompliance: All work; unIesotnerwise notea, compiies wan me approvea plans ana specirications ana me uniform building code. NAME: (PRINT) Qri . SIGNATURE 2L1£V) CERTIFICATION NO _7L 6 0 GEOTECHNICAL&CONSTRUCTIONENGINEERING TESTING&INSPECTION 2414 VINEYARD AVENUE SUITE G ESCONDIDO CA 92029 (760) 746-4955 FAX (760) 746-9806 EiG1F Corporation In Partnership with Government for Building Safety DATE: 10/21/02 OJtRLjCANT ,1JUR JURISDICTION: City of Carlsbad 'PEN REVIEWER 0 FILE.. PLAN CHECK NO.: 02-2571 SET: II PROJECT ADDRESS: 2800 Roosevelt Street Suite B PROJECT NAME: Quality Care - TI 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. LI 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. LI The applicant's copyof the check list is enclosed for the jurisdiction to forward to the applicant contact person. LI 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. fl 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 LI REMARKS: By: Doug Moody Enclosures: Esgil Corporation 0 G El MB DEJ [I PC 10/15/02 trnsmtl.dot 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858) 560-1468 • Fax (858) 560-1576 EsGil Corporation In Partnership with-Government for Building Safety DATE: 9/11/02 JURISDICTION: City of Carlsbad PLAN CHECK NO.: 02-2571 SET: I PROJECT ADDRESS: 2800 Roosevelt Street Suite B PROJECT NAME: Quality Care- TI 1 APPLICANT PtAN REVIEWER l FILE LI The plans transmitted herewith have been corrected where necessary and substantially comply. with the jurisdiction's building codes. L11 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. i1 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: Jack Carter 9748 Los Coches Rd Suite 3, Lakeside, CA 92040 LI 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: Jack Carter Telephone #: 619-440-7511 Date contacted:' 112.10 2-(by: ( ) Fax #: 619-443-9220 Mail-,- Telephone s- Fax-"'In Person REMARKS: By: Doug Moody Enclosures: Esgil Corporation OGA [:1 MB DEJ F1 PC 9/3/02 trnsmtl.dot 9320 Chesapeake Drive, Suite 208 • San Diego., California 92123 • (858) 560-1468 • Fax (858) 560-1576 City of Carlsbad 02-2571 9/11/02 PLAN REVIEW CORRECTION LIST TENANT IMPROVEMENTS• PLAN CHECK NO.: 02-2571 OCCUPANCY: B TYPE OF CONSTRUCTION: VN ALLOWABLE FLOOR AREA: SPRINKLERS?: YES REMARKS: DATE PLANS RECEIVED BY JURISDICTION: 8/29/02 DATE INITIAL PLAN REVIEW COMPLETED: 9/11/02 FOREWORD (PLEASE READ): JURISDICTION: City of Carlsbad USE: Medical Office ACTUAL AREA: 5382 sf STORIES: 1 HEIGHT: OCCUPANT LOAD: 122 DATE PLANS RECEIVED BY ESGIL CORPORATION: 9/3/02 PLAN REVIEWER: Doug Moody This plan review is limited to the technical requirements contained in the Uniform Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and access for the disabled. This plan review is based on regulations enforced by the Building Department. You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department, Fire Department or other departments. Clearance from those departments may be required prior to the issuance of a building permit. Code sections cited are based on the 1997 UBC. The following items listed need clarification, modification or change. All items must be satisfied before the plans will be in conformance with the cited codes and regulations. Per Sec. 106.4.3, 1997 Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law. To speed up the recheck process, please note on this list (or a copy) where each correction item has been addressed, i.e., elan sheet number, specification section. etc. Be sure to enclose the marked up list when you submit the revised plans. TENANT IMPROVEMENTS WITHOUT SPECIFIC ENERGY DATA OR POLICY SUPPLEMENTS (1997UBC) tiforw.dot City of Carlsbad 02-2571 9/11/02 Please make all corrections on the original tracings, as requested in the correction list. Submit three sets of plans for commercial/industrial projects (two sets of plans for residential projects). For expeditious processing, corrected sets can be submitted in one of two ways: 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. 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. 1. Provide a statement on the Title Sheet of the plans stating that this project shall comply with the 1998 edition of the California Building Code (Title 24), which adopts the 1997 UBC, UMC and UPC and the 1996 NEC. 2. Provide evidence of Health Department approval (for tenants using X-ray equipment), where regulated by the local Health Department. 3. Provide a section view of all new interior partitions. Show: Method of attaching top plates to structure for the non full height wall shown as wall types 1, 2 and 17. (NOTE: Top of partition must be secured to roof or floor framing, unless suspended ceiling has been designed for partition lateral load). Show height of partition and suspended ceiling, and height from floor to roof framing or floor framing. 4. Please note or show on the plans that all patient care receptacles shall comply with section 517-13 of the NEC. 5. Please note on the plans "AC Cable is not allowed. 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". Per City of Carlsbad. 6. Detail disposal of main condensate drainage from air conditioning units. (UMC Section 309) 7. Show that water heater is adequately braced to resist seismic forces. Provide two straps (one strap at top 1/3 of the tank and one strap at bottom 1/3 of the tank). UPC, Section 510.5. City of Carlsbad 02-2571 9/11/02 8. The LTG-1 forms imprinted on the plans must be signed. 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 L3 No The jurisdiction has contracted with Esgil Corporation located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123; telephone number of 858/560-1468, to perform the plan review for your project. If you have any questions regarding these plan review items, please contact Doug Moody at Esgil Corporation. Thank you. City of CaHsbad 02-2571 9/11/02 VALUATION AND PLAN CHECK FEE JURISDICTION: City of Carlsbad PLAN CHECK NO.: 02-2571 PREPARED BY: Doug Moody DATE: 9/11/02 BUILDING ADDRESS: 2800 Roosevelt Street Suite B BUILDING OCCUPANCY: B TYPE OF CONSTRUCTION: VN BUILDING PORTION AREA. (Sq. Ft.) Valuation Multiplier Reg. Mod. VALUE ($) TI 5382 30.00 161,460 Air Conditioning Fire Sprinklers TOTAL VALUE 161,460 Jurisdiction Code 1cb IBY Ordinance 1994 UBC Building Permit Fee I WI I $737.521 1994 UBC Plan check Fee [v7 $479.39j Type of Review: j Complete Review Structural Only 0 Repetitive Fee El Other Repeats o Hourly Hour * Esgil Plan Review Fee I $413.011 Comments: Sheet I of I macvalue.doc PLANNING/ENGINEERING APPROVALS PERMIT NUMBER CB O -k// DATE ADDRESS RESIDENTIAL TENANT IMPROVEMENT RESIDENTIAL ADDITION MINOR PLAZA CAMINO REAL (<$10,000.00) CARLSBAD COMPANY STORES VILLAGE FAIRE COMPLETE OFFICE BUILDING OTHER PLANNER DATE ENGINEEV'f';~,j, DATE DocsIMIsforms/PIannng Engineering Approvals SEPTEMBER 9, 2002 TO: BUILDING DEPARTMENT FROM: Management Analyst, Redevelopment Department QUALITY CARE MEDICAL TENANT IMPROVEMENTS LOCATED AT 2804 ROOSEVELT ST. PLAN CHECK NO. CB022571 The Housing and Redevelopment Department has approved an Administrative Redevelopment Permit for the above referenced project. The proposed tenant improvements are consistent with the approved land use permit. The Housing & Redevelopment Dept. supports the issuance of the building permit for this project. Please note, the parking count is incorrect. There are a total of 150 parking spaces on-site. Please have applicant make the correction on the final set of plans. This approval has been entered into Permits Plus. If you have any questions, plea conta e at x28 7Z ct m 7 13. LORI H. ROSENSTEIN Carlsbad Fire Department 022571 1635 Faraday Ave Firc Pro vnfkin Carlsbad, CA 92008 Plan Review Requirements Category.- Date of Report: 09/04/2002 Name: Innovative Arch. Building Plan Reviewed by: A (760) 6024660 Address: 175 W. Lexington Suite F City, State: El Cajon CA 92020 Plan Checker: Job #: 022571 Job Name: Quality Care /Bldg:#:QB022571-- Job Address: 2800 Roosevelt St Ste. or Bldg. No. B 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. O Approved The item you have submitted for review has been approved subject to the Subject to attached conditions. The approval is based on plans, information and/or specifications provided in your submittal. Please review carefully all comments attached, as failure to comply with instructions in this report can result in suspension of permit to construct or install improvements. Please resubmit to this office the necessary plans and / or specifications required to indicate compliance with applicable codes and standards. Incomplete The item you have submitted for review is incomplete. At this time, this office cannot adequately conduct a review to determine compliance with the applicable codes and / or standards. Please review carefully all comments attached. Please resubmit the necessary plans and / or specifications to this office for review and approval. Review 1st _________ 2nd _________ 3rd _________ Other Agency ID FD Job it 022571 FD File # Requirements Category., Building Plan Requirement: Pending 05.11 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 Depaitment will determine the location for the key box and provide an authorized order form. Requirement: Pending 05.26 Exit Illumination Exits shall be illuminated at any time the building is occupied with light having intensity of not less than I footcandle at floor level. The power supply for exit illumination shall normally be provided by the premises' wiring system. In the event of its failure, illumination shall be automatically provided from an emergency system of Group I, Division I Occupancies and for all other occupancies where the exiting system serves an occupant load of 100 or more. Page 1 09/04/02 Fst iuv ii engineering ctuiai design. land surveying STRUCTURAL CALCULATIONS 11 MR. JOHN YELLAND Construction Support for Remodel 2800 Roosevelt Street Carlsbad, California Job No. 02-578 CNS December 18, 2002 27525 Valley Center Road, Suite B • Valley Center, CA 92082 (760) 749.8722 • Fax (760) 749.9412 • Email: wynneng@pacbeii.net • Los Angeles (310) 3069728 • Fax (310) 306•2129 -- - .--". Mr. John Yelland Construction Support for Remodel 2800 Roosevelt Street Carlsbad, California Job No. 02-578 CNS TABLE OF CONTENTS INFORMATION PROVIDED PAGE Details 1 Partial Floor Plan 2 Existing Lintel 3-4 New Steel Column 5-6 New Base Plate 7 Foundation Check 8-9 December 18, 2002 WYNN ENGINEERING INC 27525 Valley Center Road Suite B VALLEY CENTER, CA 92082-6538 (760) 749-8722 (760) 749-9412 Fax JOB SHEETNO.__________________________ OF_____________________ CALCULATED BY CHECKED BY, °)oZ- M6-t' ua. To F€-.( L)b(,flO&J 7 1 - Lc U a4Th34) 44- II TMft .)4s gp..(y,cN I I '4 116 ycT CAP T.'J"YIb wf '2- ftoLi V -'-¼-4 ' . .Ia-o-c :. L -rc6ioi) , ;. . —$i&t_' H• t I Ls :$-_r - + -4i (ccAi) _______ 0 PROOUCT07 A ?Af-'r(A,L- FLJOOP- 15 #6 #7 * kift kfft frJft It It #3 #4 Wynn Engineering .. . Valley Center ... .- -. CA. 92082 PH,, .760-749-8722 FX. 760-749-9412 - L Rev 550100 User KW.060321, Ver 5.5.0 25.Sep.2001 c)19832001 ENERCALC Engineering Software Description Ext.W8 Lintle I General information Steel Section : W8X24 Center Span 14.00 It Left Cant. 0.00 It Right Cant 0.00 ft Lu: Unbraced Length 14.00 ft I Distributed Loads #1 #2 DL 0.900 LL 0.020 ST Start Location End Location 14.000 3 Title: John Yelland . Job # 02-578 Dsgnr B.M. Date: Doscriptlon: Nev Store Front Door& Light -- - Scope:- Chk E& Untie, N Posts, Chk Ext. Fdn. Steel Beam Design .lI,dfl7Q Calculations are designed to AISC 91h Edition ASD and 1997 USC Requirements Pinned-Pinned Load Duration Factor 1.00 Bm Wt. Added to Loads Elastic Modulus - 29,000.0 ksi LL & ST Act Together Beam OK Static Load Case Governs Stress Using: W8X24 section, Span = 14.00ft, Fy = 36.0k5i End Fixity = Pinned-Pinned, Lu = 14.00ft, LDF = 1.000 Actual Moment 23.129 k-ft fb: Bending Stress 13.291 ksi IbIFb 0.615 :1 Shear 6.608 k fv: Shear Stress 3.401 ksi fvlFv 0236:1 Allowable 37.589 k-ft 21.600 ksi 27.977 It 14.400k51 Max. Deflection -0.340 in Length/DL.Defl 505.1 :1 Lengthl(DL+LL Defi) 494.4:1 Force & Stress c<- These columns are Dead + Lhsel..oad placed as noted-'> DL Ii LL+ST U. LL+ST Maximum Only 911 Center A Center al Cards 911 Cards Max. M + 23.13 k-ft 22.64 23.13 k-ft Max.M- k-ft Max M@Left k-ft Max M@Right . . k-ft Shear @ Left 6.61 k 6.47 6.61 . It Shear @ Right 6.61 k 6.47 6.61 k Center Dell. -0.340 in -0.333 .0.340 -0.340 0.000 0.000 in Left Cant Dell 0.000in 0.000 0.000 0.000 0.000 0.000 in Right Cant Dell 0.000 in 0.000 0.000 0.000 0.000 0.000 In ...Query Dell @ 0.000 It 0.000 0.000 0.000 0.000 0.000 in Reaction @ Left 6.61 6.47 6.61 6.61 k Reaction iTh Rt fiAt 6.47 6.61 6.61 . k Fa calc'd per 1.5-2, KiJr> Cc I Beam, Major Axis, (102,000 • CbI Fy)A.5 <= LIrT < (510,000 CbI Fy)A.5, Fb per 1.5-6a I Beam, Major Axis, Fb using 1.5-7 Governs, Fb = 12,000 Cb All (1d) I Section Properties W8X24 . I Depth 7.930 in Weight 24.05 #,'ft r- 3.420 in Width 6.4951n l-xic 82.80 in4 r-yy 1.608 in Web Thick 0.245 in l-yy 18.30 in4 Rt .. 1.760 in Flange Thickness 0.400 in S-ar 20.883 in3 Area 7.08 1n2 S-yy 5.635 1n3 - - Wynn Engineering Tide: John Yelland - . Job 502-578 Valley Center Dsanr B.M. Date: - CA 92082 - ---------.----------------------Description: NeW Store Front Door S' Light * PH. 7604494722 --."- . Scope: Chk Ed. Untie, N.Pests, Chk Ed. Fdn. FX. 760-749-12 -.t - - ..*. ... .'c? - Steel Beam Design - c:\ec55\ye11and02578.ecw:Calculations I Description Ext.W8 Lintle . * Sketch & Diagram - . • I V - F&'1402.80 P20 p.60 7.00 84ó .80 .11.20 12.60 14.00 092k/ft 12.62 - ____________________ I - Shear Lead (Ii) V Locathei ft1g Member 14ft 23.13 .40 2.80 420 9.80 • 11.20 12.60 4.00 Rmax6.608k Rmax6.608k . I Ymax Q left 6.608k - - - . vmax o rt - 6. MeqjNr III lUJfl4.00 .20 Local Y Deflection (in) Location Alooll Moniker (6) * I 4 * • . . _* • 4 . it Scope: Title: John Yefland Job 602-578 Dsgnr B.M. Date: - Description: NeW Store Front Door & Light Chk Ext. Untie, N.Posts, Chk Ext. Fdn. Wynn Engineering Valley Center CA. 92082 PH. 760.7494722 FX. 760-749-9412 Steel Column Description N. Post to Ext. Untie W8x13 I General Information Calculations are designed to AISC 9th Edition ASD and 1997 UBC Requirements Steel Section W8X13 Fy 36.00 ksi X-X Sidesway: Restrained Duration Factor 1.330 V-V Sidesway: Restrained Column Height 10.000 It Elastic Modulus 29,000.00 ksi End Fixity Pin-Pin X-X Unbraced 10.000 ft Koc 1.000 Live & Short Term Loads Combined Y-Y Unbraced 10.000 It Kyy 1.000 I Loads Axial Load... Dead Load 6.47 It Ecc. for X-X Axis Moments 0.000 in Live Load 0.14 k Ecc. for V-V Axis Moments 2.000 in Shod Term Load k Column Design OK Section:W8X13, Helght= 10.aoft, Axial Loads: DL = 6.47, LL= 0.14, ST = 0.00k, Ecc.= 0.000ln Unbraced Lengths: X-X = io.aoft, v-v = 10.00ft Combined Stress Ratios Dead jjyg.. DL + IL DL + ST + (LL if Chosen) AISC Formula Hi -1 0.5016 0.5143 0.3718 AISC Formula Hi -2 0.4291 0.4384 0.3296 AISC Formula Hi -3 0.0125 XX Axis: Fa calc'd per 1.5-2, K*LJr> Cc XX Axis: I Beam, Major Axis, (102,000 * Cb I Fy)I.5 <-- L!rT < (510,000 * XX Axis : I Beam, Major Axis, Fb using 1.5-7 Governs, Fb = 12,000 Cb At! YY Axis: Fa calc'd per 1.5-2, K*LJr> Cc YY Axis I Ream- Minor Axis Passes 1.5.1.4.1 Para 2. Fb = 0.75 Fv Stresses Allowable & Actual Stresses Dead Live DL + IL DL + Short Fa: Allowable 7.37 ksi 7.37 ksi 7.37 ksi 9.81 ksi Ia: Actual 1.68 ksi 0.04 ksi 1.72 ksi 1.72 ksi Fb:0: Allow (FI-6] 12.77 ksi 12.77 ksi 12.77 ksi 16.98 ksi Fb:o: Allow (Fl-i] & [FI-8] 21.60 ksi 21.60 ksi 21.60 ksi 28.73 ksi lb : xx Actual 0.00 ksi 0.00 ksi 0.00 ksi 0.00 ksi Fbyy: Allow (FI-6] 27.00 ksi 27.00 ksi 27.00 ksi 35.91 ksi Fb:yy : Allow [Fl-71 & [F1-8] 27.00 ksi 27.00 ksi 27.00 ksi 35.91 ksi lb : WActual 9.48 ksi 0.21 ksi 9.68 ksi 9.68 ksi I Analysis Values Pex: DL+LL 106,943 psi Cm:x DL+LL .0.60 Cb:x DL+LL 1.75 Pey: DL+LL 7,373 psi Cm:y DL+LL 0.60 Cb.y DL+LL 1.75 F'ex: DL+LL+ST 142,234 psi Cm:x DL+LL+ST 0.60 Cbx DL+LL+ST 1.75 Pay: DL+LL+ST 9,806 psi Cm:y DL+LL+ST 0.60 Cb:y DL+LL+ST 1.75 Max X-X Axis Deflection 0.000 in at 0.000 It Max v-v Axis Deflection -0.154 in at 5.800 It I Section Properties. W8X13 Depth 7.99 in Weight 13.04 6/ft l-oc 39.60 in4 Width 4.000 in Area 3.84 in2 l-yy . 2.73 1n4 Web Thick 0.230 In Rt 1.010 in S-ox 9.9121n3 Flange Thickness 0.255 in S-YY 1.385 in3 r-Xx &211 in r-YY 0.843 in Wynn Engineering Tide: John Yelland Job # 02-578 Valle Center. Dsgnr S.M. Date: -. -- CA. 92082 - - - PH. 760.7494722 •, Scope: - Chk Ext. Untie, N.Pcots, Chk Ext. Fdn. FL 760-749-9412 [UR&r r. KN-060321, Ver 5.5.0. 25-Sep-2001 S j 550100 Steel Column CA :Calculations Description N. Post to Ext. Lintle W8x13 Isketch& Diagram Axial DL - 6.47k Axial LL-O.14k Axial ST .. Ok I loft Wynn Engineering Title: John Yelland Job 902-578 - Valley Center - CA. 92082 DescrIption: New Store Front Door & Light PH... J607498722.1 Scope: Chk Ext. Untle,N.Posts, Chk Ext. Fdn. FL 760-749-9412 - - -. l Rev: 550100 I User KW-060321, Ver 5.5.0, 25.Sep2001• Steel Column Base Plate L(019832001 ENERCALC Engineering Software c:\EC55velland02578.ecw:Calculations Description Base Plate to W8x13 I General Information Calculations are designed to AISC 9th Edition ASD and 1997 UBC Requirements Loads Steel Section W8x13 Axial Load 6.60k Section Length 7.990 in Section Width 4.000 in X-X Ms Moment 1.80 k4t Flange Thickness 0.255 in Plate Dimensions Web Thickness 0.230 in Plate Length 20.000 in Allowable Stresses Plate Width 4.000 in Concrete ft 2,000.0 psi Plate Thickness 0.000 in Base Plate Fy 36.00 ksi Load Duration Factor 1.330 Support Pier Size Anchor Bolt Data Pier Length 20.000 in Dot. from Plate Edge 1.500 in Pier Width 4.000 in Bolt Countper Side Tension Capacity 0.306 k Bolt Area 0.000 in2 - Summary I Baseplate OK Concrete Bearing Stress Bearing Stress OK Actual Bearing Stress 163.5 psi Allow per ACI 10.17 1,190.0 psi Full Bearing: No Bolt Tension Allow per AISC J9 931.0 psi Plate Bending Stress Thickness OK Actual fb 33,710.5 psi Max Allow Plate Fb 35,910.0 psi Tension Bolt Force Bolt Tension OK Actual Tension 0.000 k Allowable 0.306 k ( Wynn Engineering Title: John Yelland Job 502-578 Dsgnr B.M. Date: Valley Center - - --- - - - - - - -- - - -. Description: New Store Front Door & Light - - - CA. 92082 PH. 760-749-8722 Scope: Chk Ext. Untie, N.POstS, Chk Ext. Fdn. FL 760-749-9412 Rev: 550100 User KW.060321, Ver 5.5.0, 25.Sep.2001 -General Footing Analysis & Design c:ec55\veIIand02578.ecw:CaIcuIations (c)1983.2001 ENERCALC Engineering Software Description Chk. Ext. Footing I General Information Calculations are designed to ACI 31845 and 1997 UBC Requirements Allowable Soil Bearing 1,000.0 psf Dimensions... Short Term Increase 1.330 Width along X-X Ms 4.000 ft Seismic Zone 4 Length along Y-Y Ms 2.000 ft Footing Thickness 12.00 in Live & Short Term Combined Col Dim. Along X-X Ms 2.00 in ft 2,500.0 psi Ccl Dim. Along Y-Y Ms 5.00 in Fy 60,000.0 psi Base Pedestal Height 0.000 in Concrete Weight 145.00 pd Min Steel % 0.0014 Overburden Weight 0.00 psf Reber Center To Edge Distance 3.50 in I Loads Applied Vertical Load... Dead Load 6.470 k ...ecc along X-X Ms 0.000 in Live Load 0.140 k ...ecc along Y-Y Ms 0.000 in Short Term Load k Creates Rotation about Y-Y Ms Creates Rotation about X-X Ms Applied Moments... (pressures @ left & right) (pressures @ top & bot) Dead Load k-ft k-ft Live Load k-ft k-ft Short Term k-ft k-ft Creates Rotation about V-V Ms Creates Rotation about X-X Ms Applied Shears... (pressures @ left & right) (pressures @ top & bet) Dead Load k k Live Load k k Short Term k k Summary I . Footing Design OK 4.00ft x 2.00ft Footing, 12.01n Thick, w/' Column Support 2.00 x 5.00m x O.0in high DL+LL DLILL+ST Actual Allowable Max Soil Pressure 971.2 971.2 psf Max Mu 2.134 Allowable 1,000.0 14330.0 psf Required Steel Area 0.143 "X Ecc, of Resultant 0.000 in 0.000 in Shear Stresses.... Vn Phi "V' Ecc, of Resultant 0.000 in 0.000 ', 1-Way 14.164 85.000 psi X-X Mm. Stability Ratio No overturning 1.500 :1 2-Way 19.814 170.000 psi V-V Mm. Stability Ratio No Overturning Footing Design Shear Forces ACI 9-1 ACI 9-2 ACI 9-3 Vn • Phi Two-Way Shear 19.81 psi 19.72 psi 12.41 psi .170.00 psi One-Way Shears... Vu @ Left 14.16 psi 14.10 psi 8.87 psi . 85.00 psi Vu@Right 14.16psi 14.10psl 8.87 psi 85.00 psi Vu@TOP 1.11 psi . 1.lopsi 0.69 psi 85.00 psi Vu @ Bottom 1.11 psi 1.10 psi 0.69 psi 85.00 psi Moments Ad 9-1 ACI 9-2 ACI 9-3 Ru! Phi As Rea'd Mu @ Left 2.13k-ft 2.12 k-ft 1.34 k-ft 32.8 psi 0.141n2 per ft Mu @ Right 2.13k-ft 2.12 k-ft 1.34 k-ft 32.8 psi 0.14 in2 per It Mu @ Top 0.36k-ft 0.36 k-ft 0.23 k-ft 5.6 psi 0.14 in2 per It Mu @ Bottom 0.36k-ft 0.36 k-ft 0.23 k-ft 5.6 psi 0.14 in2 per ft Wynn Engineering Title: John Yelland Job # 02-578 -Valley Center . - . -- - Dsgnr B.M. - CA. 92082 Description: New Store Front Door & Light PH 760.7494722 Scope: - Chk Ext. Lintle, N.Posts, Chk Ext. Fdn. - - FL 760-749-9412 - - I Rev. 550100 - I User KW.060321, Ver5.5.O, 25-Sep-2001 General Footing Analysis & Design L(c)1983•2001 ENERCALC Engineering Software c:\ec55yellpnd02578.ecw:CaIculations Description Chk. Ext. Footing I Soil Pressure Summary - SeMce Load Soil Pressures Left Right Top Bottom DL + LL 971.25 971.25 971.25 971.25 psf DL + LI. + ST 971.25 971.25 971.25 971.25 psf Factored Load Soil Pressures ACI Eq. 9-1 1,365.00 1,365.00 1,365.00 1,365.00 psf ACI Eq. 9-2 1,359.75 1,359.75 - 1,359.75 1,359.75 psf ACI Eq. 9-3 858.37 858.37 858.37 858.37 psf FA—Cl Factors (per Ad, applied internally to entered loads) ACI 9-1 & 9-2 DL - 1.400 ACI 9-2 Group Factor 0.750 UBC 1921.2.7 "1.4" Factor 1.400 ACI 9-1 & 9-2 LI. 1.700 ACI 9-3 Dead Load Factor 0.900 UBC 1921.2.7 "0.9" Factor 0.900 ACI 9-1 & 9-2 ST 1.700 ACI 9-3 Short Teen Factor 1.300 .... seismic =ST": 1.100