The URL can be used to link to this page

Home My WebLink About2715 ABEDUL ST; ; CB080504; Permit04-29-2008 Job Address Permit Type Parcel No Valuation Occupancy Group # Dwelling Units Bedrooms Project Title Applicant TERRY MONTELLO City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 Residential Permit Permit No CB080504 Building Inspection Request Line (760) 602-2725 2715ABEDULSTCBAD RESDNTL Sub Type 2153502300 Lot# $69,000 00 Construction Type Reference # 0 Structure Type 0 Bathrooms RABABY RES- 448SF REMODEL & RAD 0 NEW Status Applied Entered By Plan Approved Issued Inspect Area Ong PC# ISSUED 03/19/2008 LSM 04/29/2008 04/29/2008 RECONFIGURE LIVING, DINING AND KITCHEN NEW FRENCH DOORS Plan Check# Owner RABABY BRENT 471560THST SAN DIEGO CA 92115 6199945557 2715ABEDULST CARLSBAD CA 92009 Building Permit Add'l Building Permit Fee Plan Check Add'l Plan Check Fee Plan Check Discount Strong Motion Fee Park in Lieu Fee Park Fee LFM Fee Bridge Fee Other Bridge Fee BTD #2 Fee BTD #3 Fee Renewal Fee Add'l Renewal Fee Other Building Fee HMP Fee Pot Water Con Fee Meter Size Add'l Pot Water Con Fee Reel Water Con Fee $466 06 Meter Size $0 00 Add'l Reel Water Con Feo $302 94 Meter Fee $0 00 SDCWA Fee $0 00 CFD Payoff Fee $690 PFF (3105540) $0 00 PFF (4305540) $0 00 License Tax (3104193) $0 00 License Tax (4304193) $000 Traffic Impact Fee (31055-11) $0 00 Traffic I mpact Fee (4305541) $0 00 Sidewalk Fee $0 00 PLUMBING TOTAL $0 00 ELECTRICAL TOTAL $0 00 MECHANICAL TOTAL $0 00 Housing Impact Fee $0 00 Housing InLieu Fee $0 00 Housing Credit Fee Master Drainage Fee $0 00 Sewer Fee $0 00 Additional Fees TOTAL PERMIT FEES $000 $000 $000 $000 $000 $000 $000 $000 $000 $000 $000 $5500 $2000 $2400 $000 $000 $000 $000 $000 $000 $874 90 Total Fees $874 90 Total Payments To Date $874 90 Balance Due $000 BLULUJNU IN STORAGE ATTACHED Inspector FINAL AP Date Clearance NOTICE Please take NOTICE that approval of your project includes the "Imposition" of fees, dedications, reservations, or other exactions hereafter collectively referred to as "fees/exactions" You have 90 days from the date this permit was issued to protest imposition of these fees/exactions If you protest them, you must follow the protest procedures set forth in Government Code Section 66020(a), and file the protest and any other required information with the City Manager for processing in accordance with Carlsbad Municipal Code Section 3 32 030 Failure to timely follow that procedure will ba- 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 projeU NOR DOES IT APPLY to any fees/exactions of which you have previously been given a NOTICE similar to this, or as to which the statute of limitations "as previously otherwise expired City of Carlsbad 1635 Faraday Ave , Carlsbad, CA 92008 760-602-2717 / 2718 / 2719 Fax 760-602-8558 Building Permit Application Plan Check No. C& O %O SDV Est. Value Plan Ck. Deposit Date SUITE#/SPACE#/UNIT# CONSTR TYPE OCC GROUP ;ec 70315 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:ensed pursuant to the provisions of the Contractors 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?ction 70315 by any applicant for a permit subjects the applicant to a civil penalty of not more than live hundred dollars {$500}) ^Workers' Compensation Declaration / hereby affirm under penalty of perjury one of the folbwing 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 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 workers compensation insurance earner and policy " Expiration Date O I /£> <number are Insurance Co Policy H 1 \ This section need not be completed if the permit is for one hundred dollars ($100) or less ; D 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 I 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 (4100,000), in ! addition to the cost of compensation, damSgs&ae-prewded for in Section 3706 of the Labor code, Interest and attorney's fees CONTRACTOR SIGNATURE ^%L..: ;' flferW:^ i / hereby affirm that I am exempt from Contractors License Law for the following reason I as owner of the property or my employees with wages as their sole compensation, will do the work and the structure is not intended or offered for sale (Sec 7044 Business and Professions Code The Contractor s License Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or through his own employees provided that such improvements are not intended or offered for sale If however, the building or improvement is sold within one year of completion the owner builder will have the burden of proving that he did not build or improve for the purpose of sale) I as owner of the property am exclusively contracting with licensed contractors to construct the project (Sec 7044 Business and Professions Code The Contractor s License Law does not apply to an owner of property who builds or improves thereon and contracts for such projects with contractor(s) licensed pursuant to the Contractor s License Law) G I am exempt under Section Business and Professions Code for this reason j 1 I personally plan to provide the major labor and materials for construction of the proposed property improvement d Yes O No I 2 I (have / have not) signed an application for a building permit for the proposed work j 3 I have contracted with the following person (firm) to provide the proposed construction (include name address / phone / contractors license number) | 4 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 / contractors license number) 5 I will provide some of the work but I have contracted (hired) the following persons to provide the work indicated (include name / address / phone / type 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 AcP n Yes O No Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district' D Yes O No Is the facility to be constructed within 1,000 feet of the outer boundary of a school site7 n Yes n No IF ANY OF THE ANSWERS ARE YES, / EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT I hereby affirm that there is a construction lending agency for the performance of the work this permit is issued (Sec 3097 (i) Civil Code) Lender's Name Lender's Address ;-*se-'.-.*-* < '*""•*"' I hereby authorize representative of the City of Carlsbad to enter upon the above mentoned 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 pemrt is required for excavations over 5'0' deep and demolition or construction of structures over 3 stones in height I EXPIRATION Every permit issued by the Building Official under ttiejwiyisions 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 trie date of such peimit or if the building or work j >£?APPLICANT'S SIGNATURE such permit is suspended or abandoned at any tome after the wo* is commenced for a penod of 180 days (Section 106 4 4 Unifonn Building Code) DATE ' Inspection List Permit* CB080504 Type RESDNTL RAD Date Inspection Item 12/08/2008 89 12/08/2008 89 12/04/2008 89 12/04/2008 89 08/22/2008 17 08/22/2008 18 08/21/2008 17 08/20/2008 17 08/18/2008 16 08/15/200884 08/14/2008 84 08/12/2008 14 08/08/2008 84 07/30/2008 16 07/28/2008 14 07/28/2008 24 07/28/2008 34 06/26/2008 23 06/18/2008 11 05/29/2008 1 1 05/28/2008 1 1 05/28/2008 21 Final Combo Final Combo Final Combo Final Combo Interior Lath/Drywall Exterior Lath/Drywall Interior Lath/Drywall Interior Lath/Drywall Insulation Rough Combo Rough Combo Frame/Steel/Boltmg/Weldin Rough Combo Insulation Frame/Steel/Boltmg/Weldin Rough/Topout Rough Electric Gas/Test/Repairs Ftg/Foundation/Piers Ftg/Foundation/Piers Ftg/Foundation/Piers Underground/Under Floor Inspector Act JM - - JM JM JM JM JM JM JM JM JM JM PC PC PC PC JM JM JM JM JM Fl Rl Rl CO AP AP CA CA AP AP CO CA CO CO CO NR AP AP AP AP AP AP RABABY RES- 448SF REMODEL & RECONFIGURE LIVING, DINING AND KITC Comments LIST SMOKIES WENDY WENDY see record card CONTRACTOR COMPLETE LATH CORRECTION NOT DONE - NO INSUL INSTALLED METER TO KITCHEN 2ND POUR 1ST POUR 1ST POUR (2) POST FTGS Tuesday, December 09, 2008 Page 1 of 1 City of Carlsbad Bldg Inspection Request For 12/08/2008 Permit# CB080504 Title RABABY RES- 448SF REMODEL & Inspector Assignment JM Description RECONFIGURE LIVING, DINING AND KITCHEN NEW FRENCH DOORS 2715 ABEDULST Lot Type RESDNTL Job Address Suite Location OWNER RABABY BRENT Owner RABABY BRENT Remarks Sub Type RAD Phone 6194636300 Inspector Total Time CD Description 19 Final Structural 29 Final Plumbing 39 Final Electrical 49 Final Mechanical Requested By WENDY Entered By CHRISTINE Act Comments Comments/Notices/Holds Associated PCRs/CVs Original PC# Date 12/04/2008 08/22/2008 08/22/2008 08/21/2008 08/20/2008 08/18/2008 08/15/2008 08/14/2008 08/12/2008 08/08/2008 07/30/2008 07/28/2008 07/28/2008 Inspection History Description 89 Final Combo 17 Interior Lath/Drywall 18 Exterior Lath/Drywall 17 Interior Lath/Drywall 17 Interior Lath/Drywall 16 Insulation 84 Rough Combo 84 Rough Combo 14 Frame/Steel/Bolting/Welding 84 Rough Combo 16 Insulation 14 Frame/Steel/Bolting/Welding 24 RougWTopout Act CO AP AP CA CA AP AP CO CA CO CO CO NR Insp JM JM JM JM JM JM JM JM JM JM PC PC PC Comments LIST SMOKIES WENDY see record card CONTRACTOR COMPLETE LATH CORRECTION NOT DONE - NO INSUL INSTALLED City of Carlsbad Bldg Inspection Request For 07/28/2008 Permit* CB080504 Title RABABY RES- 448SF REMODEL & Inspector Assignment JM Description RECONFIGURE LIVING, DINING AND KITCHEN NEW FRENCH DOORS Type RESDNTL Sub Type RAD Job Address 2715 ABEDUL ST Suite Lot 0 Location APPLICANT TERRY MONTELLO Owner RABABY BRENT Remarks Phone 6194636300 Inspector Total Time Requested By WENDY Entered By CHRISTINE CD Description 24 Rough/Topout Act Comments U> Comments/Notices/Holds Associated PCRs/CVs Original PC# Date 06/26/2008 06/18/2008 05/29/2008 05/28/2008 05/28/2008 Inspection History Description Act Insp Comments 23 Gas/Test/Repairs 11 Ftg/Foundation/Piers AP JM METER TO KITCHEN AP JM 2ND POUR 11 Ftg/Foundation/Piers AP JM 11 Ftg/Foundation/Piers AP JM 21 Underground/Under Floor AP JM 1ST POUR 1ST POUR (2) POST FTGS CITY OF CARLSBAD BUILDING DEPARTMENT DATE NOTICE (760) 602-2700 1635 FARADAY AVENUE TIME LOCATION <=>T- PERMIT NO CW-S f^irr F^ flM AT FOR INSPECTION CALL (760) 602-2725 RE-INSPECTION FEE DU,E? !_ J YES FOR FURT l FORMATION, CONTACT PHONE BUILDING INSPECTOR CODE ENFORCEMENT OFFICER Carlsbad O8-O504 April 24, 2008 EsGil Corporation In Partnership with government for (Building Safety DATE April 24, 2008 Q APPLICANT JURISDICTION Carlsbad a PLAN REVIEWER a FILE PLAN CHECK NO 08-0504 SET III PROJECT ADDRESS 2715 Abedul Street PROJECT NAME SFD Remodel for Rababy The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes XI The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved arid 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 Terry Montello 4715 60th Street, San Diego, CA 92115 XI 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 Terry Telephone # (619) 994-5557 Date contacted (by ) Fax # (619)229-0642 Mail Telephone Fax In Person XI REMARKS PLEASE SEE THE ATTACHED OUTSTANDING CORRECTIONS FOR THE CITY STAFF'S CONSIDERATION Qjd By Bert Domingo Enclosures Esgil Corporation D GA D MB D EJ D PC 4/21/08 Carlsbad O8-O5O4 April 24, 2OO8 • FOUNDATION REQUIREMENTS ALL THE ITEMS BELOW THIS FOUNDATION REQUIREMENTS WOULD BE SUBJECT TO APPROVAL BY THE CITY STAFFS. 5. A foundation/soils investigation is required for all projects in Seismic Design Categories C, D, E or F. Section 1802.2. 6. Provide a copy of the project soil report. The report shall include foundation design recommendations based on the engineer's findings 7. In Seismic Design Categories D, E or F, the soils investigation must address liquefaction, and, if retaining walls are proposed, the soils investigation must address increased loading on the walls due to earthquake motions. Section 1802.2.7. * 8 Provide a letter from the soils engineer confirming that the foundation plan, grading plan and specifications have been reviewed and that it has been determined that the recommendations in the soils report are properly incorporated into the construction documents (when required by the soil report) 9. Specify on the foundation plan or structural specifications sheet the soil classification, the soils expansion index and the design bearing capacity of the foundation Section A106.1 1. 10 The soils engineer recommended that he/she review the foundation excavations Note on the foundation plan that "Prior to the contractor requesting a Building Department foundation inspection, the soils engineer shall advise the building official in writing that: The building pad was prepared in accordance with the soils report, The utility trenches have been properly backfilled and compacted, and The foundation excavations, the soils expansive characteristics and bearing capacity conform to the soils report " EsGil Corporation In (Partners Kip with government for iBui fifing Safety * DATE April 15, 2O08 a APPLICANT JURISDICTION Carlsbad a PLAN REVIEWER a FILE PLAN CHECK NO 08-05O4 SET II PROJECT ADDRESS 2715 Abedul Street PROJECT NAME SFD Remodel for Rababy 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 XI 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 XI The applicant's copy of the check list has been sent to Terry Montello 4715 60th Street, San Diego, CA 92115 Esgil Corporation staff did not advise the applicant that the plan check has been completed XI Esgil Corporation staff did advise the applicant that the plan check has been completed Person contacted Jerry Telephone # (619)994-5557 Date contacted ^/^/^^fby-/^ Fax # (619)229-0642 Mail ^Telephone Fax \/v\ Person REMARKS By Bert Domingo Enclosures Esgil Corporation n GA n MB n EJ n PC 4/9/08 9320 Chesapeake Drive, Suite 208 * San Diego, California 92123 + (858)560-1468 + Fax (858) 560-1576 Carlsbad O8-05O4 ApHl 15, 2008 RECHECK CORRECTION LIST JURISDICTION Carlsbad PROJECT ADDRESS 2715 Abedul Street PLAN CHECK NO O8-O5O4 SET II DATE PLAN RECEIVED BY ESGIL CORPORATION 4/9/08 REVIEWEDBY Bert Domingo DATE RECHECK COMPLETED April 15, 2008 FOREWORD (PLEASE READ)- This plan review is limited to the technical requirements contained in the Building Code, Plumbing Code, Mechanical Code, 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 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 prints to new complete sets of 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? QYes QNo Carlsbad O8-O5O4 April 15, 20O8 • PLANS 1 Please make all corrections, as requested in the correction list Submit three new complete sets of plans for commercial/industrial projects (two sets of plans for residential projects) For expeditious processing, corrected sets can be submitted in one of two ways 1 Deliver all corrected sets of plans and calculations/reports directly to the City of Carlsbad Building Department, 1635 Faraday Ave , Carlsbad, CA 92008, (760) 602-2700 The City will route the plans to EsGil Corporation and the Carlsbad Planning, Engineering and Fire Departments 2 Bring one corrected set of plans and calculations/reports to EsGil Corporation, 9320 Chesapeake Drive, Suite 208, San Diego, CA 92123, (858) 560-1468 Deliver all remaining sets of plans and calculations/reports directly to the City of Carlsbad Building Department for routing to their Planning, Engineering and Fire Departments NOTE Plans that are submitted directly to EsGil Corporation only will not be reviewed by the City Planning, Engineering and Fire Departments until review by EsGil Corporation is complete 2 All sheets of plans must be signed by the person responsible for their preparation (California Business and Professions Code) This will be checked when all the items below are met. 3 Plans deviating from conventional wood frame construction shall have the structural portions signed and sealed by the California state licensed engineer or architect responsible for their preparation, along with structural calculations (California Business and Professions Code) ). This will be checked when all the items below are met • FOUNDATION REQUIREMENTS ALL THE ITEMS BELOW THIS FOUNDATION REQUIREMENTS WOULD BE SUBJECT TO APPROVAL BY THE CITY STAFFS. 5. A foundation/soils investigation is required for all projects in Seismic Design Categories C, D, E or F. Section 1802.2. 6. Provide a copy of the project soil report. The report shall include foundation design recommendations based on the engineer's findings. 7. In Seismic Design Categories D, E or F, the soils investigation must address liquefaction, and, if retaining walls are proposed, the soils investigation must address increased loading on the walls due to earthquake motions. Section 18022.7 8 Provide a letter from the soils engineer confirming that the foundation plan, grading plan and specifications have been reviewed and that it has been determined that the recommendations in the soils report are properly incorporated into the construction documents (when required by the soil report). Carlsbad 08-O5O4 ApHl15,2008 9. Specify on the foundation plan or structural specifications sheet the soil classification, the soils expansion index and the design bearing capacity of the foundation. Section A106.1.1. 10. The soils engineer recommended that he/she review the foundation excavations. Note on the foundation plan that "Prior to the contractor requesting a Building Department foundation inspection, the soils engineer shall advise the building official in writing that* The building pad was prepared in accordance with the soils report, The utility trenches have been properly backfilled and compacted, and The foundation excavations, the soils expansive characteristics and bearing capacity conform to the soils report." • FRAMING Special Inspection of Materials and Construction The plans shall indicate that special inspection will be provided for the following work (Section A1061) Concrete construction. Special inspections and verifications should be provided in accordance with Table 17044 THE CONCRETE FOUNDATION FOR THE CANTILEVERED COLUMN IS REQUIRED . • MISCELLANEOUS 23 PAGE 3 OF THE CALCULATIONS SHOWS THE BEAM AS A SIMPLE BEAM BUT THE PAGE 5 SHOWS FIXED ENDS PLEASE CLARIFY THE ANALYSIS SHOWN ON PAGE 8 MODELED THE THE BEAM AS FIXED ENDS BUT USED Cb = 1. PLEASE CLARIFY 25 THE CALCULATIONS ON PAGE 10 SHOWS THE COLUMN ANALYSIS BUT DID NOT SEEM TO HAVE USED THE LATERAL LOAD PLEASE CLARIFY PAGE 17 OF THE CALCULATIONS SEEMS TO HAVE THE SYSTEM MODELED AS CANTILEVERED RESISTING SYSTEM BUT THE PAGE 15 SEEMED TO HAVE INDICATED TOP AND BOTTOM FIXED PLEASE CLARIFY 26 IS THE STEEL FRAMING SYSTEM A MOMENT FRAME? IF SO, PLEASE DESIGN THE SYSTEM ACCORDINGLY PLEASE CLARIFY Ai PAGE 11 OF THE CALCULATIONS INDICATED THAT THE RESISTING SYSTEM IS ORDINARY MOMENT AND PAGE 17 SEEMS TO INDICATE A CANTILEVERED SYSTEM. Bl THE SAME PAGE INDICATED TO HAVE A REDUNDANCY FACTOR OF 1.3 BUT SEEMED NOT USED IN THE LOADING CALCULATIONS. 28 A COMPLETE PLAN CHECK WILL BE MADE THE BEAM CALCULATIONS USED YIELD STRESS FY= 50 BUT THE SPECIFICATIONS CALLS FOR ONLY 36KSI. Carlsbad 08-O5O4 April 15, 2008 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 Q No Q 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 Bert Domingo at Esgil Corporation Thank you EsGii Corporation In Partnership with government for <BuiCtfing Safety DATE March 27, 20O8 OAEEUCANT JURISDICTION Carlsbad TTPEAN REVIEWER Q FILE PLAN CHECK NO 08-O504 SET I PROJECT ADDRESS 2715 Abedul Street PROJECT NAME SFD Remodel for Rababy 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 XI 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 XI The applicant's copy of the check list has been sent to Terry Montello 4715 60th Street, San Diego, CA 92115 Esgil Corporation staff did not advise the applicant that the plan check has been completed XI Esgil Corporation staff did advise the applicant that the plan check has been completed Person contacted. y Terry Telephone # (619)994-5557 Date contacted 3/^^/O^by^J Fax # (619)229-0642 Mail Telephone Faxi/ In Person REMARKS By Bert Domingo Enclosures Esgil Corporation D GA n MB D EJ D PC 3/20/08 9320 Chesapeake Drive, Suite 208 * San Diego, California 92123 4 (858)560-1468 + Fax (858) 560-1576 Carlsbad O8-05O4 March 27, 2008 PLAN REVIEW CORRECTION LIST SINGLE FAMILY DWELLINGS AND DUPLEXES PLAN CHECK NO O8-0504 JURISDICTION Carlsbad PROJECT ADDRESS 2715 Abedul Street FLOOR AREA REMARKS DATE PLANS RECEIVED BY JURISDICTION DATE INITIAL PLAN REVIEW COMPLETED March 27, 20O8 STORIES TWO HEIGHT DATE PLANS RECEIVED BY ESGIL CORPORATION 3/20/08 PLAN REVIEWER Bert Domingo FOREWORD (PLEASE READ): This plan review is limited to the technical requirements contained in the International 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 ordinance 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 Present California law mandates that construction comply with the 2007 edition of the California Building Code (Title 24), which adopts the following model codes 2006 IBC, 2006 UPC, 2006 UMC and 2005 NEC The above regulations apply, regardless of the code editions adopted by ordinance 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 105 4 of the 2006 International 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. Carlsbad O8-0504 March 27, 2OO8 • PLANS 1 Please make all corrections, as requested in the correction list Submit three new complete sets of plans for commercial/industrial projects (two sets of plans for residential projects) For expeditious processing, corrected sets can be submitted in one of two ways 1 Deliver all corrected sets of plans and calculations/reports directly to the City of Carlsbad Building Department, 1635 Faraday Ave , Carlsbad, CA 92008, (760) 602-2700 The City will route the plans to EsGil Corporation and the Carlsbad Planning, Engineering and Fire Departments 2 Bring one corrected set of plans and calculations/reports to EsGil Corporation, 9320 Chesapeake Drive, Suite 208, San Diego, CA 92123, (858) 560-1468 Deliver all remaining sets of plans and calculations/reports directly to the City of Carlsbad Building Department for routing to their Planning, Engineering and Fire Departments NOTE Plans that are submitted directly to EsGil Corporation only will not be reviewed by the City Planning, Engineering and Fire Departments until review by EsGil Corporation is complete 2 All sheets of plans must be signed by the person responsible for their preparation (California Business and Professions Code) This will be checked when all the items below are met 3 Plans deviating from conventional wood frame construction shall have the structural portions signed and sealed by the California state licensed engineer or architect responsible for their preparation, along with structural calculations (California Business and Professions Code) • FOUNDATION REQUIREMENTS 4 PLEASE SUBMIT FOUNDATION CALCULATIONS THE ITEMS BELOW WOULD BE CHECKED 5 A foundation/soils investigation is required for all projects in Seismic Design Categories C, D, E or F Section 1802 2 6 Provide a copy of the project soil report The report shall include foundation design recommendations based on the engineer's findings 7 In Seismic Design Categories D, E or F, the soils investigation must address liquefaction, and, if retaining walls are proposed, the soils investigation must address increased loading on the walls due to earthquake motions Section 180227 8 Provide a letter from the soils engineer confirming that the foundation plan, grading plan and specifications have been reviewed and that it has been determined that the recommendations in the soils report are properly incorporated into the construction documents (when required by the soil report) Carlsbad 08-05O4 March 27, 20O8 9 Specify on the foundation plan or structural specifications sheet the soil classification, the soils expansion index and the design bearing capacity of the foundation Section A1061 1 10 The soils engineer recommended that he/she review the foundation excavations Note on the foundation plan that "Prior to the contractor requesting a Building Department foundation inspection, the soils engineer shall advise the building official in writing that a) The building pad was prepared in accordance with the soils report, b) The utility trenches have been properly backfilled and compacted, and c) The foundation excavations, the soils expansive characteristics and bearing capacity conform to the soils report " 11 Sill plate size and anchorage IKl»IH»aM Anchor bolts shall be provided with square washers in accordance with Section 2305 3 11 Show the 3" square X 0 229" plate on the plans • FRAMING 12 Provide vertical load calculations for framing members and footings Section A106 1 1 PLEASE SEE ITEM 13 BELOW AND REVISE THE CALCULATIONS ACCORDINGLY 13 The calculations should use a roof live load of 20 psf This may be reduced for pitch, but for 4 12 roofs the roof live load may not be reduced below 20 psf This differs from previous codes Section 1607 1121 14 Provide lateral load calculations Section A106 1 1 THE CALCULATIONS SEEMS TO HAVE USED THE 2003 IBC 15 Specify on the plans the plywood grade and panel span rating IBC, Table 2304 7 PLEASE SEE THE FLOOR Carlsbad O8-O504 March 27, 2008 16 The following design loads shall be clearly indicated on the construction documents (Section 1603 1) • Floor live load. Uniformly distributed, concentrated, and impact live load, including any live load reductions used, should be indicated • Roof live load. Each roof live load used should be indicated • Wind load. The following information should be provided, (Section 1603 1 4) o Basic Wind speed (3-second gust), mph o Wind importance factor, I, and building category o Wind exposure o Applicable internal pressure coefficient o Components and cladding (the design wind pressure in terms of psf to be used for the design of exterior component and cladding materials not specifically designed by the registered design professional • Seismic design data. The following information should be provided (Section 16031 5) o Seismic importance factor, IE and occupancy category o Mapped spectral response accelerations Ss and Si o Site class o Spectral response coefficients SDs and SDi o Seismic design category o Basic seismic-force-resisting system(s) o Design base shear o Seismic response coefficient(s), Cs o Response modification factor(s), R o Analysis procedure used Carlsbad O8-0504 March 27, 2008 • Special Inspection of Materials and Construction 17 The plans shall indicate that special inspection will be provided for the following work (Section A106 1) a) Steel construction. Special inspections for steel elements should be provided in accordance with Section 1704 3 and Table 1704 3 b) Welding. Welding inspection should be provided in accordance with Table 1704 3 c) Concrete construction Special inspections and verifications should be provided in accordance with Table 17044 THIS WILL BE CHECKED WHEN THE REQUESTED FOUNDATION CALCULATIONS IS SUBMITTED d) Wood construction. High-load diaphragms using values from Table 2306 3 2 shall be installed with special inspections Section 1704 6 1 e) Soils. Special inspection should be provided for placement of fill 12 inches or more deep in accordance with Section 1704 7 • Special Inspection for Seismic Resistance 18 Special inspection for seismic resistance shall be noted on the plans for the following conditions in accordance with Section 1707 Seismic Design Category Special inspection required C, D, E, and F • Structural wood*, structural welding, and cold form steel framing in "seismic-force-resisting systems"** • Special inspection is not required for wood where the fastener spacing of the sheathing is more than 4" on center A Statement of Special Inspections, prepared by the registered design professional in responsible charge, shall be submitted This statement shall include a complete list of materials and work requiring special inspection, the inspections to be performed and an indication whether the special inspection will be continuous or periodic Section 1705 2 Carlsbad 08-0504 March 27, 2008 • ELECTRICAL 19 Note on the plans that receptacle outlet locations will comply with CEC Article 21052(A) 20 THE NEW KITCHEN ISLAND SHOULD BE PROVIDED WITH AT LEAST TWO GFCI PROTECTED RECEPTACLES • ENERGY CONSERVATION 21 Show on the plans compliance with the residential energy lighting requirements (Mandatory requirement) FOR CLARITY, PLEASE SHOW ON THE FLOOR PLAN THE FIXTURES AND CONTROLS COMPLYING TO THE FOLLOWING REQUIREMENTS a) In the kitchen at least one-half of the wattage rating of the fixtures must be high efficacy with non-high efficacy fixtures switched separately Note Approximately % of the fixtures will be required to be of the high efficacy variety b) All other rooms require any installed fixtures to be high efficacy or be controlled by a manually-on occupancy sensor or dimmer (Closets under 70 square feet are exempt) c) Outdoor lighting fixtures are required to be high efficacy or controlled by a combination photocontrol/motion sensor Note Generally a high efficacy style of fixture is fluorescent complete with electronic ballasts Regular incandescent, quartz halogen and halogen MR lamps do not comply • MISCELLANEOUS 22 THE FRAMING SECTION FS1/5 SHOWS THE POST OFFSET FROM THE BEAM BUT THE FRAMING PLAN SHOWS DIFFERENTLY 23 PAGE 3 OF THE CALCULATIONS SHOWS THE BEAM AS A SIMPLE BEAM BUT THE PAGE 5 SHOWS FIXED ENDS PLEASE CLARIFY 24 PAGE 9 OF THE CALCULATIONS SHOWS FIXED AT THE FOUNDATION BUT THERE IS NO FOUNDATION CALCULATIONS TO SUPPORT THE CANTILEVER EFFECT OF THE SYSTEM PLEASE CLARIFY 25 THE CALCULATIONS ON PAGE 10 SHOWS THE COLUMN ANALYSIS BUT DID NOT SEEM TO HAVE USED THE LATERAL LOAD PLEASE CLARIFY Carlsbad O8-05O4 'March 27, 2008 26 IS THE STEEL FRAMING SYSTEM A MOMENT FRAME? IF SO, PLEASE DESIGN THE SYSTEM ACCORDINGLY PLEASE CLARIFY 27 IF THE STEEL FRAME SYSTEM WERE A RESISTING ELEMENT OF THE HOUSE, PLEASE SHOW HOW THE LATERAL LOAD WOULD BE TRANSFERRED TO SUCH FRAME SYSTEM 28 A COMPLETE PLAN CHECK WILL BE MADE 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 Q No a 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 Bert Domingo at Esgil Corporation Thank you Carlsbad O8-O5O4 ' Marfch 27, 2008 VALUATION AND PLAN CHECK FEE JURISDICTION Carlsbad PREPARED BY Bert Domingo BUILDING ADDRESS 2715 Abedul Street PLAN CHECK NO 08-0504 DATE March 27, 2008 BUILDING OCCUPANCY TYPE OF CONSTRUCTION BUILDING PORTION REMODEL Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code AREA (Sq Ft) cb Valuation Multiplier By Ordinance Reg Mod VALUE ($) Plan Check Fee by Ordinance Type of Review [~~1 Repetitive Fee ^~| Repeats * Based on hourly rate Comments $300 00 Complete Review D Other m Hourly Structural Only 25 Hours* Esgil Plan Review Fee $240 00 Sheet 1 of 1 macvalue doc Gmail - City Permit jpg Page 1 of 1 Date, To- Copy: Subject. Ed Fordan & Associates Structural and Civil Engineering P.O.Box 127024 San Diego, CA 92112-7024 858-354-5328 efordan@sbcgiobal.net April 7, 2008 Structural Plan Checker, City of Carlsbad, Building Department Lars Construction, 4703 Spring Street, La Mesa,, CA 91941 Plan Check No. 08-0504, Items 4-10, Rababy Residence, 2715 Al Street, Carlsbad, CA 92009 Pursuant to Esgil Corporation, Engineer Roberto Domingo comments on the rbunc requirements, items 4-lQ5 this letter confirms request that the subject design was to allowable soil bearing pressure of 1,000 pounds per square foot which is permitted 2007 California Building Code, Chapter 18 In addition, per our telephone confere March 28, 2008 with Janet AJla, jaltaffici.carKh.ad ca. us: 760-602-2717 from City Carlsbad, Building Department, plan checker will determine or waive the foundari requirement as it is an existing residence with nominal area alteration. This certification should satisfy the agency's plan check requirement and recommt issuing permit to the subject project. If you have any questions, please call me at 8 354-5328. file //C \2FF\laRABABAY\SOIL LETTER htm DATE BUILDINCTXDDRESS PROJECT DESCRIPTION ASSESSOR'S PARCEL NUMBER BUILDING PLANCHECK CHECKLIST PLANCHECK NO ^^^•<Ti"i>.t3W"V-«f9'fc* v*jtK.i'-_v'''';r<v»* 'Wiistf^mm&m&m®£m EST VALUE ENGINEERING DEPARTMENT APPROVAL 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 Please review carefully all comments attached, as failure to comply with instructions in this report can result in suspension of permit to build Li A Right-of-Way permit is required prior to construction of the following improvements DENIAL Please see the attached report of deficiencies marked with D Make necessary corrections to plans or specifications for compliance with applicable codes and standards Submit corrected plans and/or specifications to this office for review Only the applicable sheets have been sent By By By Date Date Date By - FOR OFFICIAL USE ONLY INHERING AUTHORIZATION TO ISSUE BUILDING PERMIT &l/ Date ATTACHMENTS !J Dedication Application/Checklist '-' Improvement Application [3 Improvement Checklist IJ Neighborhood Improvement Agreement H Grading Submittal Checklist LJ Right-of-Way Permit Application Lj Right-of-Way Permit Submittal Checklist and Information Sheet Lj Storm Water Applicability Checklist ENGINEERING DEPT CONTACT PERSON Name KATHLEEN M FARMER City of Carlsbad Address 1635 Faraday Avenue, Carlsbad, CA 92008 Phone (760) 602-2741 NOTE. If there are retaining walls associated with your project, please check with the Building Department if these walls need to be pulled by separate RETAINING WALL PERMIT. )08t-71635 Faraday Avenue » Carlsbad, CA 92008-7314 • (760) 6O2-2720 « FAX (760) 6O2-8562 BUILDING PLANCHECK CHECKLIST ODD SITE PLAN vide a fully dimensioned site plan drawn to scale Show orth Arrow isting & Proposed Structure, Existing Street Improvements Pjjbperty Lines (show all dimprfsions) asements 2 Show on site plan ight-of-Way Width & Adjacent Streets Driveway widths xistmg or proposed sewer lateral Existing or proposed water service Existing or proposed irrigation service A Drainage Patterns 1 Building pad surface drainage must maintain a minimum slope of one percent towards an adjoining street or an approved drainage course 2 ADD THE FOLLOWING NOTE "Finish grade will provide a minimum positive drainage of 2% to swale 5' away from building " B Existing & Proposed Slopes and Topography C Size, type, location, alignment of existing or proposed sewer and water service (s) that serves the project Each unit requires a separate service, however, second dwelling units and apartment complexes are an exception D Sewer and water laterals should not be located within proposed driveways, per standards 3 Include on title sheet A Site address B Assessor's Parcel Number C Legal Description For commercial/industrial buildings and tenant improvement projects, include total building square footage with the square footage for each different use, existing sewer permits showing square footage of different uses (manufacturing, warehouse, office, etc ) previously approved EXISTING PERMIT NUMBER DESCRIPTION Show all existing use of SF and new proposed use of SF Example: Tenant Improvement for 3500 SF of warehouse to 3500 SF of office BUILDING PLANCHECK CHECKLIST ND1bl 2NU 3KU DISCRETIONARY APPROVAL COMPLIANCE D D D 4a Project does not comply with the following Engineering Conditions of approval for Project No 4b All conditions are in compliance Date DEDICATION REQUIREMENTS 5 Dedication for all street Rights-of-Way adjacent to the building site and any storm drain or utility easements on the building site is required for all new buildings and for remodels with a value at or exceeding $ 17.000 . pursuant to Carlsbad Municipal Code Section 18 40 030 Dedication required as follows Dedication required Please have a registered Civil Engineer or Land Surveyor prepare the appropriate legal description together with an 8 Yz x 11" plat map and submit with a title report All easement documents must be approved and signed by owner(s) prior to issuance of Building Permit Attached please find an application form and submittal checklist for the dedication process Submit the completed application form with the required checklist items and fees to the Engineering Department in person Applications will not be accept by mail or fax Dedication completed by Date IMPROVEMENT REQUIREMENTS 6a All needed public improvements upon and adjacent to the building site must be constructed at time of building construction whenever the value of the construction exceeds $ 82.000 . pursuant to Carlsbad Municipal Code Section 18 40 040 Public improvements required as follows Attached please find an application form and submittal checklist for the public improvement requirements A registered Civil Engineer must prepare the appropriate improvement plans and submit them together with the requirements on the attached checklist to the Engineering Department through a separate plan check process The completed application form and the requirements on the BUILDING PLANCHECK CHECKLIST 1ST D -.ND •>RD D D D checklist must be submitted in person Applications by mail or fax are not accepted Improvement plans must be approved, appropriate securities posted and fees paid prior to issuance of building permit Improvement Plans signed by Date 6b Construction of the public improvements may be deferred pursuant to Carlsbad Municipal Code Section 1840 Please submit a recent property title report or current grant deed on the property and processing fee of $ 430 00 so we may prepare the necessary Neighborhood Improvement Agreement This agreement must be signed, notarized and approved by the City prior to issuance of a Building permit Future public improvements required as follows D D D D 6c Enclosed please find your Neighborhood Improvement Agreement Please return agreement signed and notarized to the Engineering Department Neighborhood Improvement Agreement completed by Date 6d No Public Improvements required SPECIAL NOTE Damaged or defective improvements found adiacent to building site must be repaired to the satisfaction of the City Inspector prior to occupancy D GRADING PERMIT REQUIREMENTS The conditions that invoke the need for a grading permit are found in Section 11 06 030 of the Municipal Code 7a Inadequate information available on Site Plan to make a determination on grading requirements Include accurate grading quantities in cubic yards (cut, fill import, export and remedial) This information must be included on the plans 7b Grading Permit required A separate grading plan prepared by a registered Civil Engineer must be submitted together with the completed application form attached NOTE The Grading Permit must be issued and rough grading approval obtained prior to issuance of a Building Permit Grading Inspector sign off by Date 7c Graded Pad Certification required (Note 'Pad certification may be required even if a grading permit is not required ) ST1 D 2ND D D D •>RD D D D D D D D D BUILDING PLANCHECK CHECKLIST 7d No Grading Permit required 7e If grading is not required, write "No Grading" on plot plan MISCELLANEOUS PERMITS 8 A RIGHT-OF-WAY PERMIT is required to do work in City Right-of-Way and/or private work adjacent to the public Right-of-Way Types of work include, but are not limited to street improvements, tree trimming, driveway construction, tying into public storm dram, sewer and water utilities Right-of-Way permit required for INDUSTRIAL WASTE PERMIT If your facility is located in the City of Carlsbad sewer service area, you need to contact the Carlsbad Municipal Water District, located at 5950 El Cammo Real, Carlsbad, CA 92008 District personnel can provide forms and assistance, and will check to see if your business enterprise is on the EWA Exempt List You may telephone (760) 438-2722, extension 7153, for assistance Industrial Waste permit accepted by Date NPDES PERMIT C CH EH 10a Storm Water Requirements Applicability Checklist Completed D D D 10b Priority Determination and compliance D Priority Project D Subject to Standard Permanent Storm Water BMP's D Exempt STORM WATER APPLICABILITY CHECKLIST D D D 10c Q Requires PSWP (Project Storm Water Permit) #_ Q Not required uired fees are attached No fees required WATER METER REVIEW ..ST 2ND 3RD D D D 12a Domestic (potable) Use Ensure that the meter proposed by the owner/developer is not oversized Oversized meters are inaccurate during low-flow conditions If it is oversized, for the life of the meter, the City will not accurately bill the owner for the water used • All single family dwelling units received "standard" 1" service with 5/8" service • owner/developer proposes a size other than the "standard", then owner/developer must provide potable water demand calculations, which include total fixture counts and maximum water demand in gallons per minute (gpm) A typical fixture count and water demand worksheet is attached Once the gpm is provided, check against the "meter sizing schedule" to verify the anticipated meter size for the unit • Maximum service and meter size is a 2" service with a 2" meter CH l~~l [H 12b Irrigation Use (where recycled water is not available) All irrigation meters must be sized via irrigation calculations (in gpm) prior to approval The developer must provide these calculations Please follow these guidelines If the project is a newer development (newer than 1998), check the recent improvement plans and observe if the new irrigation service is reflected on the improvement sheets If so, at the water meter station, the demand in gpm may be listed there Irrigation services are listed with a circled "I", and potable water is typically a circled "W" 1 If the improvement plans do not list the irrigation meter and the service/meter will be installed via another instrument such as the building plans or grading plans (w/ a right of way permit of course), then the applicant must provide irrigation calculations for estimated worst-case irrigation demand (largest zone with the farthest reach) Typically, Larry Black has already reviewed this if landscape plans have been prepared, but the applicant must provide the calculations to you for your use Once you have received a good example of irrigation calculations, keep a set for your reference In general the calculations will include • Hydraulic grade line • Elevation at point of connection (POC) • Pressure at POC in pounds per square inch (PSI) • Worse case zone (largest, farthest away from valve • Total Sprinkler heads listed (with gpm use per head) • Include a 10% residual pressure at point of connection 2 In general, all major sloped areas of a subdivision/project are to be irrigated via separate irrigation meters (unless the project is only SFD with no HOA) As long as the project is located within the City recycled water BUILDING PLANCHECK CHECKLIST -ST 2ND 3RD service boundary, the City intends on switching these irrigation services/meters to a new recycled water line in the future D D D 12c Irrigation Use (where recycled water is available) 1 Recycled water meters are sized the same as the irrigation meter above 2 If a project fronts a street with recycled water, then they should be connecting to this line to irrigate slopes within the development For subdivisions, this should have been identified, and implemented on the improvement plans Installing recycled water meters is a benefit for the applicant since they are exempt from paying the San Diego County Water Capacity fees However, if they front a street which the recycled water is there, but is not live (sometimes they are charged with potable water until recycled water is available), then the applicant must pay the San Diego Water Capacity Charge If within three years, the recycled water line is charged with recycled water by CMWD, then the applicant can apply for a refund to the San Diego County Water Authority (SDCWA) for a refund However, let the applicant know that we cannot guarantee the refund, and they must deal with the SDCWA for this D D D 13 Additional Comments- n n ENGINEERING DEPARTMENT FEE CALCULATION WORKSHEET Estimate based on unconfirmed information from applicant Calculation based on building plancheck plan submittal Address Bldg Permit No Prepared by Date Checked by Date EDU CALCULATIONS List types and square footages for all uses Types of Use Sq Ft /Units Sq Ft /UnitsTypes of Use APT CALCULATIONS List types and square footages for all uses Types of Use Sq Ft /Units Types of Use Sq Ft /Units EDU's EDU's ADT's ADT's FEES REQUIRED WITHIN CFD D YES (no bridge & thoroughfare fee in District #1, reduced Traffic Impact Fee) D NO D 1 PARK-IN-LIEU FEE FEE/UNIT PARK AREA & # X NO UNITS = $ D 2 TRAFFIC IMPACT FEE ADT's/UNITS FEE/ADT = $ a a n a 3 BRIDGE AND THOROUGHFARE FEE ADT's/UNITS 4 FACILITIES MANAGEMENT FEE UNIT/SQ FT 5 SEWER FEE EDU's BENEFIT AREA EDU's 6 SEWER LATERAL ($2,500) (DIST X ZONE X X X #1 DIST #2 FEE/ADT FEE/SO FT /UNIT FEE/EDU FEE/EDU DIST #3 ) = $ = $ -$ -$ = $ D 7 DRAINAGE FEES PLDA HIGH ACRES X FEE/AC _ D 8 POTABLE WATER FEES UNITS CODE CONNECTION FEE METER FEE /LOW = $ SDCWA FEE IRRIGATION Word\Docs'.Misforms\Fee Calculation Worksheet 1 Of 2 o o o FLAMMING DEPARTMENT BUILDING PLAN CHECK REVIEW CHECKLIST 7 Plan Check No CB/Dfo-Dg)Q<4- Address' Planner Chris Sexton Phone (760) 602-4624 APN Type of Project & UseQQCt / f"(eA Met Project Density /.Q DU/AC Zoning ft"** ( General Plan Qt^tffl Facilities Management Zone CFD (m/out) ^_Date of participation Remaining net dev acres (For ncn-residential development Type of land used created by this C,,.:ieOne perm|t } J I J Legend [XJ Item Complete CQ/ltem Incomplete - Needs your action o. a. a. -*—- G Environmental Review Required YES NO r TYPE DATE OF COMPLETION Compliance with conditions of approval? If not, state conditions which require action Conditions of Approval D Discretionary Action Required YES NO \ TYPE APPROVAL PESO NO DATE PROJECT NO OTHER RELATED CASES Compliance with conditions or approval? If not, state conditions which require action Conditions of Approval \% D D Coastal Zone Assessment/Compliance*v Project site located in Coastal Zone? YES CA Coastal Commission Authority? YES NO If California Coastal Commission Authority Contact them at - 7575 Metropolitan Drive, Suite 103, San Diego CA 92108-4402, (619) 767-2370 Determine status (Coastal Permit Required or Exempt) Habitat Management Plan Data Entry Completed? YES MO \S__ If property has Habitat Type identified in Table 11 of HMP, complete HMP Permit application and assess fees in Permits Plus (A/P/Ds, Activity Maintenance, enter CB-'f fcclbar, Screens, HMP Fees, Enter Acres of Habitat Type impacted/taken, UPDATE') Inclusionary Housing Fee required- YES MO (Effective date of Inclusicnary Housing Or-..! r,j>n:e - May 21. 1993 1 Data Ertrv Completed? YES \'O IA.-P Ds AJiVrity Main^-nHrC'.- r!r>;< C2 ' 'cc'tjir Screens. Housing Fees, Construct Housing Y N, Enter Fee, UPDATE1) H AC.MirCCUiTER Ei J''F'-;h\P, ,Ci-X'..; Rev "• 1C Site Plan EH CU Provide a fully dimensional site plan dra",n to scale Show North arrow, property lines, easements, existing and proposed structures streets, existing street improvements, right-of-way width, dimensional setbacks and existing topographical lines (including all side and rear yard slopes) Provide legal description of property and assessor's parcel number nn n n n nn n Policy 44 - Neighborhood Architectural Design Guidelines 1 Applicability YES NO. 2 Project complies YES_j NO, iral Des Zoning- 1 Setbacks Front Interior Side Street Side Rear Top of slope 2 Accessory structure Front Interior Side Street Side Rear Structure separation 3 Lot Coverage Required ££)' Required ££' Required Required /(<>' Required setbacks Required Required s Required /r Required «/" Required /^ r Requned '*/G f C Shown PO ' Shown / / ' & " Shown Shown $<p ' Shown Shown X Shown x"*'"' Shown f Shown / Shown ^ 1 Shown *S *rO '0 4 Height 5 Parking Required Spaces Required Shown 3O Shown (breakdown by uses for commercial and industrial projects required) Residential Guest Spaces Required Shown Additional Comments OK TO ISSUE AND ENTERED APPROVAL INTO COMPUTED DATES- H ,,,C:,,|.\CCLIVTE'-B'J-F1 .-.'-,\Ro,Ci-l>l :Rev : Gmail - City Permit jpg Page 1 of 1 Ed Fordan & Associates Structural and Civil Engineering P.O.Box 127024 San Diego. CA,92112-7024 858-354-5328 efordan@sbcglobal net Date: April 7, 2008 To- Structural Plan Checker, City of Carlsbad, Building Department Copy: Lars Construction, 4703 Spring Street, La Mesa, CA 91941 Subject Plan Check No, 08-0504, Items 4-10, Rababy Residence, 2715 At Street, Carlsbad, CA 92009 Pursuant to Esgil Corporation-, Engineer Roberto Domingo comments on the fount requirements, items 4-10s this letter confirms request that the subject design was to allowable soil bearing pressure of 1,000 pounds per square foot which is, permitted 2007 California Building Code, Chapter 18. In addition, per our telephone confers; March 28} 2008 with lanet Alta.jalta^Slci.carlstod.on-.us: 760-602-2717 from City Carlsbad, Building Department, plan checker will determine or waive the foundati requirement as it is an existing residence with nominal area alteration. This certification should satisfy the agency's plan check requirement and recommc issuing permit to the subject project If you have any questions, please call me at 8 354-5328, file IIC \2FF\laRABABAY\SOIL LETTER htm p.STRUCTURAL DESIGN CALCULATIONS Ed Fordan & Associates, Phone No 858-354-5328 Project name Client name Site Address BASIS OF DESIGN Roof dead load (psf) Roof Sheathing Framing Ceiling insulation Misc Total Mr & Mrs Rababy Residence Date Lars/Seltzer (619) 280-6659 2715 Abedul Street, Carlsbad. CA 92009-5310 4/7/2008 10 2 4 2 2 20 Floor dead load (psf) Floor covering Sheathing Framing Ceiling insulation Misc Total 5 2 4 2 2 15 r- Live load (psf) Roof Floor/Deck 20 40/60 Concrete strength at 28 days = 2,500 psi Concrete masonry block Per 2007 CBC Grade "N", F'm = 1,500 psi, Grout = 2000 psi, Mortar type"S" = 1,800 psis Reinforcing steel A-615 Grade 40 for #5 and smaller, and Grade 60 for #6 and larger Structural Steel A-36 (UNO) Lumber Douglas Fir-Larch (UNO) Joist No 2 or better Beams and Post No 1 Studs 2x4, 8'-9' high or less No 2 2x4, 12'-'0" high or less No 1 2x6, 12'-0"to18'-0"highNo2 Code 2007 California Building Code Seismic design method Simplified static analysts Seismic force V = CsW Design wind pressure = A I Kzt Ps30 per equation 6-1 Wind speed and exposure Expossure B Category II Wind load 3-second gust = 85 MPH x: // =7T: *"*v, :X ?f 1- l&ffiw ', ^ur /rw Title Block Line 1 You can changes this area using the "Settings" menu item and then using the "Printing & Title Block" selection _Jitle Block Line 6 Wood Beam Design Title Mr & Mrs Rababy Job # 032708-13 Dsgnr Ed Fordan Project Desc Kitchen & Family Room Enhancement Project Notes Printed 3 APR 2008 File C \Documents and Setlings\Edgardo C Fordan\My Documents\ENERCALC Data Filestrababy seltzer iars ec6 ENERCALC INC 1983-2008 Ver6017 N 29414 Description Fir hdr a Material Properties Analysis Method Allowable Stress Design Load Combination 2006 IBC & ASCE 7-05 Wood Species Douglas Fir-South Wood Grade No 2 Fb - Compr Fb - Tension Fc-Prtl Fc - Perp Fv Ft 850 0 psi 850 0 psi 1,350 Opsi 520 0 psi 95 0 psi 525 0 psi Calculations per J3C 2005, CSC 2007, 2005 NDS E Modulus of Elasticity Ebend-xx 1,2000ksi Beam Bracing Beam bracing is defined Beam-by-Beam Unbraced Lengths Span # 1. Fully Braced 4x10 Eminbend - xx Density 440 Oksi 29 640 pcf 60ft Applied Loads Service loads entered Load i-actors will be applied for calculations Beam self weight calculated and added to loads Load for Span Number 1 Uniform Load D = 0 390, Lr = 0 140, L = 0 240 ksf, Tributary Width = 1 0 ft .DESIGNSUMMARY . _ _ •Maximum Bending Stress Ratio Section used for this span fb Actual ; FB Allowable ! Load Combination Location of maximum on span Span # where maximum occurs 0 723 1 4x10 737 47psi 1,02000psi +D-+0 750Lr-K) 750L+H 2 980ft Span#1 Maximum Deflection Max Downward Live Load Deflection = 0 040 in , Max Upward Live Load Deflection = 0 000 in : Live Load Deflection Ratio = 1780 Max Downward Total Deflection = 0 083 in Max Upward Total Deflection = 0 000 in > Total Deflection Ratio = 871 Maximum Shear Stress Ratio Section used for this span fv Actual Fv Allowable Load Combination Location of maximum on span Span # where maximum occurs Support Reactions ( kips ) D L+Lr S Support#1 i~19 1 14" Support#2 1 19 1 14 0743 1 4x10 70 58 psi 95 00 psi +D+0 750Lr+0 750L+H 5235ft Span # 1 W E H Maximum Forces & Stresses for Load Combinations M Load Combination Segment Length Overall MAXimum Envelope Length = 6 Oft +0 Length = 6 Oft +0+L-* Length = 6 0 ft Span# 1 1 1 0723 0421 0675 3 Ratios Summary of Moment Values V 0743 0432 0694 Mactual 307 178 286 tb-design 73747 42914 68879 Fb-allow 1,02000 1,02000 1,02000 Summary of Shear Values Vaotual 152 089 142 fv-design 7058 4107 6592 Fv-allow 9500 9500 9500 r Title Block Line 1 You can changes this area using the "Settings" menu item and then using the "Printing & Title Block" selection Title Block Line 6 Title Mr & Mrs Rababy Job # 032708-13 Dsgnr Ed Fordan Project Desc Kitchen & Family Room Enhancement Project Notes Printed 3 APR 2008 Wood Beam Design File C \Documents and Settmgs\Edgarao C FordanWIy Documents\ENERCALC Data Ries\raba5y seltzer lars ec6 ENERCALC INC 19SJ-2008 Vei 6017 N29414 Description Fir hdr a Load Combination Segment Length Length = 6 0 ft Max Stress Ratios Span# 1 M 0569 V 0585 Summary of Moment Values Mactual 241 fb-design 58060 Fb-allow 1,02000 Summary of Shear Values Vactual 120 fv-design 5557 Fv-allow 9500 +D-K) 750Lr->0 750L+H Length = 6 Oft 1 Overall Maximum Deflections • Load Combination 0723 0743 Unfactored Loads 307 73747 1,02000 152 7058 9500 Span , ...-.__ Max "-" Defl 6"0826~ Location in Span T620 Load Combination Maximum Deflections for Load Combinations - Unfactored Loads Load Combination DOnly LN. Only D+Lr + L Span 1 1 1 Max Downward Defl 00422 00404 00826 Location in Span 3020 3020 3020 Max Upward Defl ~0~0000 00000 00000 Max "+' Defl " ooooo""" Location in Span " ~o~o6o~"~ 0000 0000 Location in Span 0000 Maximum Reactions • Unfactored Load Combination OveraTMAXimurn" Overall MAXimum DOnly DOnly Lr*L Only Lr-M. Only D+Lr+L Support Support 1, (D+Lr-i-L) Support 2, (D+Lr+L) Support 1 Support 2 Support 1 Support 2 Support 1 Support 2 Vertical Reaction 2330 2330 1 190 1 190 1140 1 140 2330 2330 Title Block Line 1 You can changes this area using the "Settings" menu item and then using the "Printing & Title Block" selection . ..Title Block Line 6 Wood Beam Design Title Mr & Mrs Rababy Job # 032708-13 Dsgnr Ed Fordan Project Desc Kitchen & Family Room Enhancement Project Notes Pnnted 3 APR 2008 File C \Documents and Settings\Edgardo C FordantMy DocumentsENERCALC Data FilestrabaDy seltzer lars ec6 ENERCALC INC 1983-2008 Ver 6017 N 29414 Description Material Properties Calculations per IBC 2006, CBC 2007, 2005 NDS Analysis Method Allowable Stress Design Load Combination 2006 IBC & ASCE 7-05 Wood Species Douglas Fir-South Wood Grade No 2 Beam Bracing * v • I^;:^^,^.?::^:^S^^: Fb Fb Fc Fc Fv Ft V" ' •.•:-f:,--C:..rj'::-;.-i :**'*"• ••'. *:K~^-.K'-::'$:^-!?~ - Compr - Tension -Prll -Perp '•"••'- •'''."•"•"• ". . ' ~\ 850 psi 850 psi 1350 psi 520 psi 95 0 psi 525 psi V j.v\ ;\;"'i*>1.i''i,.'!;-^«--'i.- '"••!•:/•'• ' " :'.: £ Modulus of Elasticity Ebend- xx Emmbend - xx Density T ''•'."vi.'-- 1200ksi 440ksi 29 64pcf 4x8 SO.ft Applied Loads Load for Span Number 1 Uniform Load D = 0 380, Lr = 0 220 k/ft, Tributary Width = 1 0 ft 0 667 1 4x8 733 79psi 1,10058psi •KM-r+H 2517ft Span # 1 0 023 in Maximum Bending Stress Ratio = Section used for this span fb Actual FB Allowable : Load Combination Location of maximum on span = Span # where maximum occurs = Maximum Deflection : Max Downward Live Load Deflection ; • Max Upward Live Load Deflection = i Live Load Deflection Ratio Max Downward Total Deflection : ! Max Upward Total Deflection = Total Deflection Ratio = 0 064 m 0 000 in 938 Service loads entered Load Factors will be applied for calculations Maximum Shear Stress Ratio Section used for this span fv Actual Fv Allowable Load Combination Location of maximum on span Span # where maximum occurs Support Reactions ( kips ) D L+Lr i Support #1 095 055 Support #2 095 055 W 0708 1 4x8 67 25 psi 95 00 psi n-D+Lr+H 4396ft Span # 1 H JViaximum Forces & Stresses for Load Combinations Load Combination Segment Length Overall MAXimum Envelope Length = 5 0 ft +0 Length = 5 0 ft +D+L+H Length = 50ft +0+Lr+H Length = 5 0 ft +0+0 750Lr+0 750L+H Length = 5 0 ft Max Stress Ratios Span* 1 1 1 1 1 M 0667 0422 0422 0667 0606 V 0708 0448 0448 0708 0643 Summary of Moment Values Summary of She Mactua! 187 119 119 187 170 fb-design 73379 46473 46473 73379 66652 Fb-allow 1.10058 1,10058 1,10058 1,10058 1 10058 Vactual 1 14 072 072 114 103 fv-design 672 425 425 672 610 Fv-allow 9500 9500 9500 9500 9500 Title Block Line 1 You can changes this area using the "Settings" menu item and then using the "Printing & Title Block" selection Title Block Line 6 Title Mr&MrsRababy Job # 032708-13 Dsgnr Ed Fordan Project Desc Kitchen & Family Room Enhancement Project Notes 7 Printed 3 APR 2008 Wood Beam Design File C \Doaimenls and SeitmgslEdgardo C FordarAMy DocumsmstENERCALC Data Filesl-ababy seltzer lars ec6 ENERCALC INC 1983-2008 Ver 6017 \'23<t1< Description flrbmb Overall Maximum Deflections • Unfactored Loads Load Combination Span f~ Max "-" Defl Location in Span "2517 Load Combination Max "+" Defl Location in Span D+Lr + L 1 00639 Maximum Deflections for Load Combinations • Unfactored Loads Load Combination Span Max Downward Defl "~D Only 1 "'" " "6 0405 Lr+L Only 1 0 0234 D+Lr + L 1 00639 Maximum Reactions • Unfactored 00000 0000 Location in Span 2517 2517 2517 Max Upward Defl o'oboo 00000 00000 Locaton in Span 0000~ 0000 0000 Load Combination Overall MAXimum Overall MAXimum DOnly DOnly LH_ Only LN. Only D+Lr+L D+Lr+L Support Su'ppo~rM~(D~+Ir + L) Support 2, (D+Lr+L) Support 1 Support 2 Support 1 Support 2 Support 1 Support 2 Vertical Reaction T500 1500 0950 0950 0550 0550 1500 1500 Title Block Line 1 You can changes this area using the "Settings" menu item and then using the "Printing & Title Block" selection Title Block Line 6 Steel Beam Design Description fr beam A Material Properties Analysis Method Allowable Stress Design Beam Bracing Bending Axis Major Axis Bending Load Combination 2006 IBC & ASCE 7-05 Title Mr&MrsRababy Job # 032708-13 Dsgnr Ed Fordan Project Desc Kitchen & Family Room Enhancement Project Notes Printed 3 APR 2008 File C UDoeamenis and SettTngsAEdgardoC FordaniMy DocumentsrENERCALC Data Fileslrababy selizer lars ec6 ENERCALC INC 1983-2008 Ver6017 N29414 Calculations per iBC 2006, CBC 2007,13th ASSC Fy Steel Yield E Modulus 50 0 ksi 29,000 0 ksi [3 215) _T t_ W12X50 2350ft _App|ied Loads Beam self weight calculated and added to loads Load(s) for Span Number 1 Point Load D = 3 2150, L = 3 2150 k @ 12 50 ft Uniform Load D = 0 330, Lr = 0 560 k/ft, Tributary Width = 1 0 ft DESIGN SUMMARY Maximum Bending Stress Ratio = 0 478 1 ; Section used for this span W12X50 ! Mu Applied 54313k-ft I Mn / Omega Allowable 113558k-ft i Load Combination -i-D-K) 750Lr+0 750L+H ; Location of maximum on span 23 500ft Span # where maximum occurs Span # 1 i Maximum Deflection : Max Downward Live Load Deflection 0 101 m I Max Upward Live Load Deflection 0 000 in I Live Load Deflection Ratio 2804 Service loads entered Load Factors will be applied for calculations Max Downward Total Deflection Max Upward Total Deflection Total Deflection Ratio 0 179 in 0 000 m 1572 Maximum Shear Stress Ratio = Section used for this span Vu Applied Vn/Omega Allowable Load Combination Location of maximum on span Span # where maximum occurs Support Reactions ( kips ) D L+Lr S Support #1 592 803 Support #2 622 834 W 0142 1 W12X50 128027 k 90280 k +D+Lr+H 23 500 ft Span # 1 Maximum Forces & Stresses for Load Combinations Load Combination Segment Length Span* Max Stress Ratios M" "~v~~Mmax- Overall MAXimum Envelope Dsgn L = 23 50 ft +0 Dsgn L = 23 50 ft Dsgn L= 2350ft Dsgn L = 23 50 ft *OiO 750Lr«0 750L+H Dsgn L = 23 50 ft 0478 0242 0330 0469 0478 0142 0069 0088 0142 0138 3449 1795 2726 3069 3449 Overalljtfaxmium Deflections • Unfactored Loads Span Summary of Moment Values Summary of Shear Values Mmax- Ma Max -54 31 54 31 -27 48 27 48 -37 49 37 49 53 25 53 25 -54 31 54 31 Mnx Omega'Mnx Cb Rm 18964 11356 100 100 18964 11356 100 100 Va Max Vnx Omega*Vnx 18964 18964 18964 11356 100 100 11356 100 100 11356 100 100 1280 13542 622 13542 7 98 135 42 1280 13542 1248 13542 9028 9028 9028 9028 9028 Load Combination Max "-" Defl Location in Span Load Combination Max "+" Defl Location in Span D-fLr+L 1 01793 " Tl 987 Maximum Deflections for Load Combinations • Unfactored Loads Load Combination ""DOnly 0 0000"0000 Span Max Downward Defl Location in Span Max Upward Defl 00787""11987 00000 Location in Span 0000 Title Block Line 1 You can changes this area using the "Settings" menu item and then using the "Printing & Title Block" selection Title Block Line 6 Title Mr & Mrs Rababy Job # 032708-13 Dsgnr Ed Fordan Project Desc Kitchen & Family Room Enhancement Project Notes " | !1.1 Description Printed 3 APR 2008 n _ _. r>_ __ File C IDocumsnts and Settings\Edgardo C FordartMy Documenfs\ENERCALC Data Files\rababy seltzer lars ec6 D6am UGSICjn ENERCALC INC 1933-2008 vere017 N2M14 fir beam A Combinations • Unfactored Loads Load Combination Lr-tL Only D+Lr + L Span 1 1 Max Downward Defl 01005 01793 Location in Span 11987 11987 Maximum Reactions - Unfactored Load Combination Overall MAXimum Overall MAXimum OOnly OOnly Lr-4. Only Lr+L Only D+Lr + L Steel Section Properties Depth Web Thick Flange Width Flange Thick = Area = Weight Kdesign = K1 rts Ycg Support Support 1, (D+- Support 2, (D +• Support 1 Support 2 Support 1 Support 2 Support 1 Support 2 . W12X50 12200 in 0370 in 8080 in 0640 in 14600 inA2 49698 plf 1 140 in 0938 in 2250 in 6100 in Lr-L) Lr + L) Ixx Sxx Rxx Zx lyy Syy Ryy Zy rT Vertical Reaction 13949 14564 5915 6223 8034 8341 13949 14564 391 00 inA4 6420 mA3 5 180 in 71 900 m"3 56300 mA4 13900 mA3 1 960 in 21 300 mA3 2 170 in Max Upward Defl Location in Span 0 0000 0 000 0 0000 0 000 Note Only non-zero reactions are listed J = 1 710 mA4 Cw = 1,880 00 mA6 Wno = 23 400 mA2 Sw = 30 200 mA4 Of = 14300mA3 Qw = 35 400 in"3 A] IV r-f Title Mr & Mrs Rababy Dsgnr Ed Fordan Project Desc Kitchen & Family Room Enhancement Project Notes Job # 032708-13Title Block Line 1 You can changes this area using the "Settings" menu item and then using the "Printing & Title Block" selection _ Title Block Line 6 . o__ _"ne o . . .- «.__ r\ !.._„ *. ^ F|le CitocumentsandSettingsiEdgardoC FordanlMy DocumenisOERCALcData Flleslrababyseilzerlarseo6ASCE 7-05 Seismic Factor Determination ENERCALC INC 1933-2008 v* eoi? N294u Printed 3 APR 2008 fifatA Description Ordinary steel frame system along line B Description Ordinary steel frame system along line B Occupancy Category Occupancy Category of Building or Other Structure Calculations per IBC_20_Q6 & ASCE 7-OS' ~~ All Buildings and other structures except those listed as Category Mil, and IV Table 1 Occupancy Importance Factor = Ground Motion, Using USGS Database values ACSE 7-05, Page 116, Table 11 5-1 ASCE 7-05 9411 Max Ground Motions, 5% Damping Sg = -| 1796 g, 0 2 sec response s 1 = 0 44428 g 1 0 sec response Site Class, Site Coeff _and Design Category Site Classification "D" Shear Wave Velocity 600 to 1,200 ft/sec Site Coefficients Fa & Fv fusing straight-line interpolation from table values) Maximum Considered Eartquake Acceleration S .„ = F Longitude = Latitude = Location CARLSBAD, CA 92009 117269 degWest 33096 deg North Fa Fv Design Spectral Acceleration Seismic Design Category jlesistong System Basic Seismic Force Resisting System Response Modification Coefficient " R " System Overstrength Factor " Wo" Deflection Amplification Factor " Cd" SM1=FVS1 SDS=SMS*2'3 SDrSM1*2/3 103 1 56 1213 0691 0809 0461 D C SOS is most severe) ASCE 7 05 Table 20 3-1 ASCE 7-05 Table 11 4 1 & 11 4-2 ASCE 7-05 Table 11 4-3 ASCE 7-05 Table 11 4-4 ASCE 7-05 Table 11 6-1 ASCE 7 05 Table 12 2-1 Moment Resisting Frame Systems Ordinary steel moment frames Building height Limits Category "A & B" Limit Category "C" Limit Category "D" Limit Category "E" Limit 350 300 300 WOTE' See ASCE 7-05 for all applicable footnotes Redundancy Factor Seismic Design Category of D, E, or F therefore Redundancy Factor" p " = 1 3 Lateral Force Procedure Category "F" Limit No Limit No Limit Not PermittedP-h Not PermittedP-h Not PermittedP-i ASCE 7-05 Section 1234 ASCE 7-05 Sector) 12 2 2 Equivalent Lateral Force Procedure The "Equivalent Lateral Force Procedure" is being used according to the provisions of ASCE 7-05 955 Determine Building Period Structure Type for Building Period Calculation • Ct" value = 0 020 " x" value = 0 75 " Ta" Approximate fundemental period using Eq 12 8-7 Building Period" Ta " Calculated from Approximate Method selected " Cs" Response Coefficient S Ds. Short Period Design Spectral Response = Q 809 " R" Response Modification Factor = 3 50 " I" Occupancy Importance Factor = 1 Use ASCE 12 8-7 All Other Structural Systems " hn " Height from base to highest level = Ta = Ct*(hn"x) = 0210 sec 230 ft 0210 sec ASCE 7-05 Section 12 811 FromEq 128-2, Preliminary Cs From Eq 12 8-3 & 12 8-4 , Cs need not exceed FromEq 12 8-5 & 12 8-6, Cs not be less than Cs Seismic Response Coefficient = SDS/ (Rfl) 0231 0627 0010 02310 Title Block Line 1 You can changes this area using the "Settings" menu item and then using the "Printing & Title Block" selection Title Block Line 6 Title Mr&MrsRababy Job # 032708-13 Dsgnr Ed Fordan Project Desc Kitchen & Family Room Enhancement Project Notes Printed 3 APR 2008 ASCE 7-05 Seismic Factor Determination File C (Documents and SettingslEdgardo C Fordan\My Documents\ENERCALC Data FiiesVababy seltzer lars ec6 ENERCALC INC 1983-2008 Vet 6017 N 29414 Ordinary steel frame system along line BDescription Seismic Base Shear Cs = 02310 from 12 8 11 Vertical Distribution of Seismic Forces " k " hx exponent based on Ta = Table of building Weights by Poor Level Calculated for Strength Design Load Combinations 7007k 1619k ASCE 7-05 Sectio 1283 W (see Sum Wi below ) = Seismic Base Shear V = Cs * W = 1 00 Level # 2 1 Sum Wi = Diaphragm Forces • Level # 2 1 Wi Weight 3226 3781 Hi Height 1700 900 7007 k SumWi'Hi Seismic Design Category "D", "E" & Wi 3226 3781 Fi 999 620 (Wi * Hi) Ak 54835 34031 888 66 up" Cvx 062 038 k-ft Sum Fi 999 1619 Fx=Cvx*V 999 620 Total Base Shear SumWi 3226 7007 Sum Story Shear 999 1619 1619k Base Moment = Fpx 999 874 Sum Story Moment 7990 7990 225 6 k-ft ASCE 7-05 952644 Wpx Fi Sum Fi MIN Req'd Force @ Level MAX Req'd Force @ Level Fpx Design Force @ Level JrVall Anchorage Weight at level of diaphragm and other structure elements attached to it Design Lateral Force applied at the level Sum of "Lat Force" of current level plus all levels above 020*SDS*l*Wpx 040*SDS*l*Vvpx Wpx * SUM(x->n) Fi / SUM(x->n) wi, x = Current level, n = Top Level Concrete & Masonry Wall Normal Force Minimum Force per ACSE 7-05 1211 1 Minimum Factor 0 40 * SDS * Importance * Weight = Concrete & Masonry Wall Anchorage Seismic Design Category "C" & "D" per ACSE 7-05 121121 Actual Wall Weight Tributary to Anchor = Fp Anchorage Design Force Rigid Diaphragm Design Force = 0 40 * SDS * I * Tnb Weight = Flexible Diaphragm Design Force = 080*SDS*I *Tnb Weight Combination of Load Effects 0 3234 * Weight Ibs/hn ft 000 Ibs/foot 000 Ibs/foot ASCE 7-05 12423 Load Description D Dead Load 0000 0000 0000 0000 0000 0000 0000 0000 Qe Seismic Load 0000 0000 0000 0000 0000 0000 0000 0000 E = E = t = E = E = E = E = E = E=p*Qe +020*SDS*D e + 020*SDS*D e -»-u ^u bus u 3 +020*SDS*D E=p*Qe +020*SDS*D E=p*Qe +020*503*0 E=p*Qe +020*SDS*D E=p*Qe +020*SDS*D H&V Load Effect oooo 0000 u = 0 000 0000 0000 0000 0000 0000 Title Block Line 1 You can changes this area using the "Settings" menu item and then using the "Printing & Title Block" selection Title Block Line 6 Title Mr & Mrs Rababy Job # 032708-13 Dsgnr Ed Fordan Project Desc Kitchen & Family Room Enhancement Project Notes Printed 1 APR 2008 _,,,___ _ A_ — . _ . Bainir-i-jcs.O-^.— l't:~ J FT Fte C \Documenls and SeltngslBljardo C FordanlMifDocuments\ENERCALC Data FileSseteer tab «£"' ASCE 7-05 Sect 6 4, MWFRb.Simplified Forces ENERCALC'INC 198^2008 ver 6oir N29414 Description Rababy kitchen & family room enhancement Analytical Values Calculations ner IBC 2006 £ ASCE 7-05 V Basic Wind Speed per Sect 6 5 4 & Figure 1 Roof Rise Run Ratio Occupancy per Table 1-1 Importance Factor per Sect 6 5 5, & Table 6-1 Exposure Category par 6.5 6.3, 4 & 5 Mean Roof height Lambda per Figure 6 2 Pg40 Effective Wind Area of Component & Cladding Roof pitch for cladding pressure User specified minimum design pressure Topographic Factor Kzt per 6 5 7 2 Design Wind Pressures Horizontal Pressures Zone A = Zone B = 85 0 mph 412 1 00 Exposure B 230ft 1 00 10 0 ftA2 >7 to 27 degrees 100psf 1 00 All Buildings and other structures except those listed as Category I, III, and IV "Lambda" is interpolated between height tablular values Vertical Pressures Zone E = Zone1 F = Overhangs Zone Eon = 1590 psf -1000 psf -1000 psf --10 00 psf Zone C = Zone D = Zone G = Zone- H = 1060 -1000 -1000 -1000 psf psf psf psf -1930 psf Component & Cladding Design Wind Pressures Zone Goh =-1510 psf Design Wind Pressure = Lambda" Importance' Table 1609 6 2 1(2) & (3) Pressures Roof Zone •( Positive 13(560 psf Negative -17400 psf Roof Zone 2 Roof Zone 3 Wall Zone 4 Wall Zone 5 Rosf Ovsffisn'g Zone 2 Roof Overhang Zone 3 Positive Negative Positive Positive Negative Positive 13000 psf -17400 psf 13 000 psf --17 400 psf 13 000 psf -17 400 psf 13 000 psf -17 400 psf -fO 000 pst -10 000 psf T, tAJ/Hi - (0 (/ /• ^ X u V Title Block Line 1 You can changes this area using the "Settings" menu item and then using the "Pnntmg & Title Block" selection Title Block Line 6 Title Mr&MrsRababy Job # 032708-13 Dsgnr Ed Fordan Project Desc Kitchen & Family Room Enhancement Project Notes Printed 5 APR 2008 Steel Column Re- CADocuments and Settings\Edgafdo c FordanWy DoojiranlsENERCALC Data RlesVababy seltzer bars ec8 ENERCALC INC 19SW008 Ver60l7 N 29414 Description Column at line B General Information Steel Section Name HSS6X6X5/16 I 2006f Code Ref 2006 IBC, AISC Manual 13th Edition Analysis Method Steel Stress Grade Fy Steel Yield E Elastic Bending Modulus Load Combination _ Applied^Loads IBC & ASCE 7-05 36 0 ksi 29,000 0 ksi Allowable Stress Overall Column Height 8 0 ft Top & Bottom Fixity Top Fixed, Bottom Fixed Brace condition for deflection (buckling) along columns X-X (width) axis Unbraced Length for X-X Axis buckling = 8 Oft, K = 0 65 Y-Y (depth) axis Fully braced against buckling along Y-Y Axis Service loads entered Load Factors will be applied for calculations Column self weight included 186 284 Ibs * Dead Load Factor AXIAL LOADS Axial Load at 8 0 ft, D = 6 220, LR = 8 340 k BENDING LOADS Lat Point Load at 8 0 ft along Y-Y axis, E = 3 010 k DESIGN SUMMARY Bending & Shear Check Results PASS Max Axial+Bendmg Stress Ratio = Load Combination Location of max above base At maximum location values are Pu Axial Pn/Omega Allowable Mu-x Applied Mn-x/Omega Allowable Mu-y Applied Mn-y/Omega Allowable PASS Maximum Shear Stress Ratio = Load Combination Location of max above base At maximum location values are Vu Applied Vn/Omega Allowable Load Combination Results 011055 1 +D+LPHH 00 ft 14 7463 k 133 385 k 00 k-ft 244311 k-ft 00 k-ft 244311 k-ft 00 1 00 00 ft 00 k 00 k Maximum SERVICE Load Reactions Top along Y-Y 00k Bottom along Y-Y 00k Top along X-X 00k Bottom along X-X 00k Maximum SERVICE Load Deflections Along Y-Y 00m at for load combination Along X-X 0 0 in at for load combination 0 Oft above base 0 Oft above base Load Combination +D -*O+L+H +D-HLr+H +D-*0 750Lr+0 750L+H +D+070E+H +D-*0 750Lr*0 750L-K) 5250E+H -*060D-t070E+H Maximum Axial + Bending Stress Ratios Stress Ratio Status Location 0048 0048 0111 0095 0048 0095 0029 PASS PASS PASS PASS PASS PASS PASS 000ft 000ft 000ft 000ft 000ft 000ft 000ft Maximum Shear Ratios Stress Ratio Status Location 0000 0000 0000 0000 0000 0000 0000 PASS PASS PASS PASS PASS PASS PASS 000 ft 000 ft 000 ft 000 ft 000 ft 000 ft 000 ft Maximum Reactions • Unfactored Note Only non-zero reactions are listed X-X Axis Reaction @Top Y-Y Axis Reaction Load Combination ~D~OnTy Lr*LfOnly EOnly D-i-Lr+L Maximum Deflections for Load Combinations • Unfactored Loads Load Combination DOnly LrtlfOnly EOnly Max X-X Deflection 00000 in 00000 in 00000 in Distance 0000ft 0000ft 0000ft Max Y-Y Deflection 0000 in 0000 in 0000 in Distance 0000ft 0000ft 0000ft Title Block Line 1 You can changes this area using the "Settings" menu item and then using the "Printing & Title Block" selection Title Block Line 6 Title Mr&MrsRababy Job #032708-13 Dsgnr Ed Fordan Project Desc Kitchen & Family Room Enhancement Project Notes Printed 5 APR 2008 File CADocuimrisantiSettingsEdganloC F«dan\My DocumentslENERCALC Data FJeslrababy seltzer larsecS ENERCALC INC 1983-2008 Ver 6017 N 29414Steel Column Description Column at line B Maximum Deflections for Load Combinations - Unfactored Loads Load Combination Max X-X Deflection Distance Max Y-Y Deflection Distance D+Lr+L 00000 in Steel Section Properties • HSS6X6X5/16 Depth Web Thick Flange Width Flange Thick Area Weight 6000 in 0000 in 6000 in 0291 in 6430 inA2 23286 ptf Ixx Sxx Rxx lyy Syy Ryy 0000ft 0000 in 0000ft 3430 mM J = 55400mM 11 40 mA3 2 310 in 34300 mM 11 400 in*3 2310 in Ycg 0000 in i 600m 301k Loads are total entered value Arrows do not reflect absolute direction Title Block Line 1 You can changes this area using the "Settings" menu item and then using the "Printing & Title Block" selection Title Block Line 6 Title Mr&MrsRababy Job # 032708-13 Dsgnr Ed Fordan Project Desc Kitchen & Family Room Enhancement Project Notes 7 *?- r? Pnnted 3 APR 2008 , Pole Embedded m Soil Description Column & Foundation at line B File C \Documents and SetlmgslEdgardo C FotdanVMy DocumentstENERCALC Data FilesVababy seltzei lars ec6 ENERCALC INC 1383-2008 V6T6017 N 29414 Genera/ Information Code References 200S IBC 1805 1 ^, 19S? UBC 1606 8 2 1 Pole Shape Rectangular Pole Width 60 in Find Lateral Pressure for Given Depth Lateral Restraint at Ground Surface Allow Passive 250 0 pcf Max Passive 350 0 psf Embedment Depth of Pole 4 0 ft Controlling Values Governing Load Combination Lateral Load Moment /idth = 5'-0" +D-K) 70E+H Restraint @ Ground Surface Pressure at Depth Actual Allowable Surface Retramt Force 21070k 25 2840 k-ft 947 888 ps 1,002 50 psf 6.944 0 Ibs Footing Base Area Maximum Soil Pressure 1 Applied Loads Lateral Concentrated Load D Dead Load Lr Roof Live L Live S Snow W Wind E Earthquake H Lateral Earth Load distance above Base 00 k 00 k 00 k 00 k 00 k 3 010 k 00 k 8 ft 250fT2 J 0 58240 ksf / Assumes pole is square/ Lateral Distributed Load 00 k/ft oo m. 00 k/ft 00 k/ft 00 k/ft 00 k/ft 00 k/ft TOP of Load above ground 80 ft BOTTOM of Load above ground 120 ft Applied Moment 00 k-ft 0 0 k-ft 00 k-ft 0 0 k-ft 00 k-ft 12 040 k-ft 00 k-ft Vertical Load 6220 k 8340 k 00 k 00 k 00 k 00 k 00 k Load Combination Results ":'.Load'Cpmbinatiqn . •.,..-:. ,..v;"-^...;:•/-•,--:,4; +D +D+L+H +D+Lr+H +D-K) 750Lr-*0 750L+H +D+Q 70E+H +D-K) 750Lr+0 750L-»0 5250E+H +0 60D+0 70E+H 00 00 00 00 21 16 21 00 00 00 00 253 190 253 '•.Required;' • ''pep*U'(ft)<- 000 000 000 000 000 000 000 ;";• •'./• ;PressLire'@,1/3 Depth1^ '"'--7": '- ''• 00 00 00 00 9479 7109 9479 1,0025 1,0025 1,0025 1,0025 1,0025 1,0025 1,0025 inco o LLJ U) LLI O O O CO CD "3" cb LJLJ Z O Q_ si LLI 5 h- CD-z. DC Q_ CO O Check A License Contractor's License Detail Page 1 of2 Skip to CSLB Home | Content | Footer | Accessibility | iSearcr Department of Consumer Affairs ::;>.-">:>^ Contractors State License Board"''n nifiifinfiiiniiriiTTifiiiTrfnifin iTmniurnii miio ifmmMfTiHTiTiiiiTnrnT 02 I 03 I 04 05 06 ! 07 I CONTRACTORS APPLICANTS JOURNEYMEN PU3UC WORKS BUILDiHG OFFICJAIS GENERAL INFO About CSLB CSLB Newsroom Board and Committee Meetings Disaster Information Center CSLB Library Frequently Asked Questions Online Services o Check A License or HIS Registration o Film;',1 A Coiibtruction Complaint o Processing Times o Check Application StMtUS o Search for a Surety Bond Insurance Company o Search for a Workers' Compensation Company How to Participate <LtJ> DISCLAIMER. A license status check provides information taken from the CSLB license database Before relying on this information, you should be awai the following limitations • CSLB complaint disclosure is restricted by law (B&P 7124 6) If this entity is subject to pu complaint disclosure, a link for complaint disclosure will appear below Click on the link oi obtain complaint and/or legal action information • Per B&P 7071 17, only construction related civil judgments reported to the CSLB are disc • Arbitrations are not listed unless the contractor fails to comply with the terms of the arbitr, • Due to workload, there may be relevant information that has not yet been entered onto th license database License Number 616035 Extract Date 04/29/2I Business LARSCOR INC Information dba LARS CONSTRUCTION 4703 SPRING STREET LA MESA, CA 91941 Business Phone Number (619) 463-6300 Entity Corporation Issue Date 03/23/1991 Reissue Date 04/09/1998 Expire Date 04/30/2010 License Status This license is current and active All information below should b reviewed B GENERAL BUILDING CONTRACTOR Bonding This license filed Contractor's Bond number 6307529 in the amoui $12,500 with the bonding company SURETY COMPANY OF THE PACIFIC Effective Date 01/01/2007 Contractor's Bonding History BOND=OR:QUAl.lFyiNG INDIVIDUAL 1 The Responsible Managing Officer (RMO) JASON ROY LAR certified that he/she owns 10 percent or more of the voting stock/equity of the corporation A bond of qualifying individual http //www2 cslb ca gov/General-Inforniation/mteractive-tools/check-a-license/License+ 04/29/2008 Check A License Contractor's License Detail Page 2 of2 Workers1 Compensation Miscellaneous Information not required Effective Date 04/09/1998 This license has workers compensation insurance with the ACE PROPERTY AND CASUALTY INSURANCE COMPANY Policy Number C45060111 Effective Date 01/01/2008 Expire Date 01/01/2009 Workers' Compensation History 04/09/1998 LICENSE REISSUED TO ANOTHER ENTITY Consumers | Contractors | Applicants | Journeymen | Public Works | Building Officials | General Info CSLB Home | Conditions of Use | Privacy | Contact CSLB Copyright © 2007 State of California http //www2 cslb ca gov/General-Information/interactive-too]s/check-a-hcense/License+ 04/29/2008 •o n I |o 33 H, * Sa ^n ^ifi, i nfm i^^ no •o 5 n /o £.?a. 2O I -C. 0