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2411 BUENA VISTA CIR; ; CB072347; Permit
12-04-2007 Job Address Permit Type Parcel No Valuation Occupancy Group # Dwelling Units Bedrooms Project Title City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 Residential Permit Permit No CB072347 Building Inspection Request Line (760) 602-2725 2411 BUENA VISTA CR CBAD RESDNTL Sub Type RAD 1552210400 Lot# 0 S39 704 00 Construction Type VN Reference # 0 Structure Type 0 Bathrooms 0 DEYOUNG RES- ADD 230 SF DINING ROOM & 2ND 266 SF GARAGE 90 SF PORCH Status Applied Entered By Plan Approved Issued Inspect Area Ong PC# Plan Check* ISSUED 09/11/2007 LSM 12/04/2007 12/04/2007 Applicant SAM WRIGHT STE N 2911 STATE ST CARLSBAD CA 92008 760213 1460 Owner DEYOUNGJOHN 2411 BUENA VISTA CIR CARLSBAD CA 92008 Building Permit Add'l Building Permit Fee Plan Check Add I Plan Check Fee Plan Check Discount Strong Motion Fee Park in Lieu Fee Park Fee LFM Fee Bridge Fee Other Bridge Fee BTD#2Fee BTD#3Fee Renewal Fee Add I Renewal Fee Other Building Fee HMP Fee Pot Water Con Fee Meter Size Add I Pot Water Con Fee Reel Water Con Fee $325 65 $0 00 $21167 $0 00 $0 00 $397 $0 00 $000 $000 $0 00 $000 $0 00 $0 00 $0 00 $000 $0 00 $0 00 $0 00 $0 00 $0 00 Meter Size Add'l Reel Water Con Fee Meter Fee SDCWA Fee CFD Payoff Fee PFF (31 05540) PFF (4305540) License Tax (31 041 93) License Tax (43041 93) Traffic Impact Fee (3105541) Traffic Impact Fee (4305541) Sidewalk Fee PLUMBING TOTAL ELECTRICAL TOTAL MECHANICAL TOTAL Housing Impact Fee Housing InLieu Fee Housing Credit Fee Master Drainage Fee Sewer Fee Additional Fees TOTAL PERMIT FEES $000 $0 CO $000 $000 $000 $000 $000 $000 $000 $000 $000 $41 00 $2000 $3700 $000 $000 $000 $000 $000 $000 $639 29 Total Fees $639 29 Total Payments To Date $639 29 Balance Due $000 Inspector Clearance NO MCE Please take NOTICE that approval of your project includes the Imposition of fees dedications reservations or other exactions hereafter collectively referred to as fees'exactions You have 90 days from the date this permit was issued to protest imposition of these fees/exactions If you protest them you must follow the protest procedures set forth in Government Code Section 66020(a) and file the protest and any other required information with the City Manager for processing in accordance with Carlsbad Municipal Code Section 3 32 030 Failure to timely follow that procedure will bar any subsequent legal action to attack review set aside void or annul their imposition You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capacity changes nor planning zoning grading or other similar application processing or service fees in connection with this project NOR DOES IT APPLY to any feus/exactions of which you have previously been given a NOTICE similar to this, or as to which the statute of limitations has previously otherwise expired City of Carlsbad tf^i '1635FdradayAve Carlsbad CA 92008 Kl^v^fs^ 7606022717/2718/2719 O^^ltP Fax 7606028558 vSw—-<$ ^iS{i»l^* Building Permit Application | JOB ADDRESS CT/PROIECT* LOT* PHASE # V 1 # OF UNITS # BEDROOMS «k Plan Chei H Est Value ^ PlanCk 1 Date SUITE»/SPACE#/UNIT# APN (Z 0 BATHROOMS 1 TEMAMT BUSINESS NAME DESCRIPTION OF WORK 5k NO (2&oi 3-a<-o j 3^,70-Srj Deposit I^IS", °t rj ^y/i/07• • ?e> -2.2.1 -o^v - <x> CONSTR TYPE OCC GROUP .O^C Cma-^ "Z3£^ Zc^^> Yn^/i/^v Ff EXISTING USE | PROPOSED USE GARAGE (SF) CONTACT M ME (If Different Fom Applicant) ADDRESS 2.cl\( <^>'O'v-\C— SiT ^vjxTt. ^A CITY STATE ZIP PHONE FAX 2—^ ~^> - ^A"~ ^ £^ EMAIL PROPERTfr OWNER NAME i ADDRESS . tO jCITY STATE ZIP PHONE FAX EMAIL ARCH/DESIGNER NAME & AODRESS STATE LIC » PATIOS (SF) DECKS (SF) FIREPLACE YEsh/# APPLICANT NAME sj CXUH D 6 ^t Ow-A C AIR CONDITIONING FIRE SPRINKLERS NO D YES D NO&C YES d NQflf ADDRRSS '2--A- U 'Pj'vj &s\ /v \J\s.rt^v C_Ui-*-u£. CITY STATE ZIP PHONF. FAX EMAIL CONTRACTOR BUS NAME ADDRESS CITY STATE ZIP PHONE F EMAIL STATE LIC # C AX LASS CITY BUS LIC # 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 icensed 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 ;xemption Any violation of Section 703 1 S by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars {$500}) .„..,;- ,;..-\S: •;•"•;,:'• -. ,.= J. «,:,,„:;;• :' ,'• ;-1..sXf$jfffi$-^ 'J',,..',, . =-.:,.-: .'i-..,-!- Workers Compensation Declaration / hereby affirm under penalty of perjury one of the following declarations O 1 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 CT 1 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 carrier and policy This section need not be completed if the permit is for one hundred dollars ($100) or less n Certificate of Exemption I certify that in the performance of the work for which this permit is issued I shall not employ any person in any manner so as to become subject to the Workers Compensation Laws of Ca'ifornm WARNING Failure to secure workers compensation coverage is unlawful and shall subject an employer to criminal penalties and civil fines up to one hundred thousand dollars (&100 000) in addition to the cost of compensation damages as provided for in Section 3706 of the Labor code interest and attorney s fees J£$ CONTRACTOR SIGNATURE DATE - <•. f. (hMCTy affirm that I am exempt from Contractor s License Law for the following reason V> I as owner of the properly 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 ( ode 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) G I as owner of the property am exclusively contracting with licensed contractors to construct the proiect (Sec 7044 Business and Professions Code The Contractors License Law does not at P!y to an owner of property who builds or improves thereon and contracts for such propels with contractor(s) licensed pursuant to !hc Contractors License Law) Cl I am ex' nipt under Section . . . Business and Professions Code for this reason / 1 I personally plan to provide the major labor and materials for construction of the proposed property improvement Vi Yes D No 2 ((havejriave not) signed an application for a building permit for the proposed work 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 oortions of the work but I have htyxi the following person to coordinate supervise and provide the mapr work (include name / address / phone / contractors license number) I w'll prov'dp some of the work hut I havr cnntyrrTleri (hirorl) thnja%iw»nf] ppr^on^ In provide thn work 'nnVr-Ved (ndude name / address ,' phone / typo of work) >£$VROPERTY OWNER SIGNATURE Is the applicant or future building occupapf 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 1 Presley Tanner Hazardous SubstancgXccount Act' fl Yes O No i Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district' G Yes D No Is the facility to bp mnstrudnd withm 1 OQfl feet of Ino outer boundary of a school site' Cl Yes D 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) Lenders Name Lenders Address I certify that I have read the application and state that the above information is correct and that the information on the plans is accurate I agree to comply with all City ordinances and State laws relating to building construction thereby authorize representative of the City of Carlsbad to enter upon the above mentioned property for inspection purposes I ALSO AGREE TO SAVE INDEMNIFY AND KEEP HARMLESS THE CiTY OF CARLSBAD AGAINST ALL LIABILITIES JUDGMENTS COSTS AND EXR0&ES WHICH MAY IN AMY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT OSHA An OSHA pemut is required for excavajiDns overSQ/ffepaneldemolition or construction of structures over 3 stories in height EXPIRATION Every permit issued by the Bymiing OffieiCPfjncteT the provcion^fjfiiis Code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 180 days from the date of such permit orjpfhe build/g/Jr wptx authonzedp/such permit is suspended or abandoned at any time after the work is commenced for a penod of 180 days (Section 106 4 f Uniform Building Code) > APPLICANT SSIGNATUR City of Carlsbad Bldg Inspection Request For 08/14/2008 Permit* CB072347 Title DEYOUNG RES- ADD 230 SF DINING Description ROOM & 2ND 266 SF GARAGE, 90 SF PORCH Inspector Assignment PC Type RESDNTL Job Address Suite Location OWNER DEYOUNG JOHN Owner DEYOUNG JOHN Remarks A M PLEASE Sub Type RAD 2411 BUENA VISTA CR Lot 0 Phone Inspector Total Time CD Description 19 Final Structural 29 Final Plumbing 39 Final Electrical 49 Final Mechanical Requested By NA Entered By CHRISTINE Act Comments Comments/Notices/Holds Associated PCRs/CVs Original PC# CV000041 CLOSED ILLEGAL CONSTRUCTION CV060647 CLOSED H NO SWIMMING POOL ENCLOSURE PCR07208 PENDING DEYOUNG RES DEFERRED TRUSS Inspection History ActDate Description 02/21/2008 17 Interior Lath/Drywall AP 02/12/2008 18 Exterior Lath/Drywall AP 02/12/2008 24 Rough/Topout AP 02/12/2008 44 Rough/Ducts/Dampers AP 01/29/2008 14 Frame/Steel/Boltmg/Welding AP 01/29/2008 34 Rough Electric AP 01/16/2008 13 Shear Panels/HD's AP 01/02/2008 15 Roof/Reroof AP 12/27/2007 11 Ftg/Foundation/Piers PA 12/13/2007 61 Footing WC PC 12/13/2007 66 Grout AP PC Insp Comments PC PC PC OKINSUL CERT PC PC DRY IN EXTERIOR CALL FOR LATH PC PC OK TO WRAP JM PC INT FTG@GAR FP EsGii Corporation In (Partnership with government for Quitting Safety DATE 11/05/07 a APPLICANT JURISDICTION Carlsbad a FILE PLAN CHECK NO 07-2347 SET II PROJECT ADDRESS 2411 Buena Vista Circle PROJECT NAME Room Addition/ Garage Extension for DeYoung Residence 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 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 al 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 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 Telephone # Date contacted (by ) /^ Fax # Mail Telephone Fax In Person/ REMARKS Added a rear 90 sq Covered porch to scope of work City to place soils stamp on the plans at issuance By Ray Fuller Enclosures Esgil Corporation D GA D MB D EJ D PC (P) 11/01/07 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 *• (858)560-1468 * Fax (858) 560-1576 EsGil Corporation In <Partnersfitp witfi. government for (Buififing Safety DATE 09/2O/O7 a APPLICANT JURISDICTION Carlsbad "OnPTAFTRviEWE R a FILE PLAN CHECK NO 07-2347 SET I PROJECT ADDRESS 2411 Buena Vista Circle PROJECT NAME Room Addition /Garage Extension for DeYoung Residence 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 A! 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 X] The applicant's copy of the check list has been sent to Sam Wright 2911 State Street Suite H Carlsbad, Ca 92008 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, Sam Wright Telephone # (760) 720-7631 Date contacted 1(^1° ^(by^^) Fax # (760) 720-7634 Mail Telephone ^/ Fax x /In Person REMARKS By Ray Fuller Enclosures Esgil Corporation n GA n MB n EJ n PC 09/13/07 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858)560-1468 + Fax (858) 560-1576 Carlsbad 07-2347 09/20/O7 PLAN REVIEW CORRECTION LIST SINGLE FAMILY DWELLINGS AND DUPLEXES PLAN CHECK NO 07-2347 JURISDICTION Carlsbad PROJECT ADDRESS 2411 Buena Vista Circle FLOOR AREA Room Addition 230 Garage Extension 266 REMARKS DATE PLANS RECEIVED BY JURISDICTION 09/11/07 DATE INITIAL PLAN REVIEW COMPLETED O9/20/07 STORIES 1 HEIGHT 11 ft per UBC DATE PLANS RECEIVED BY ESGIL CORPORATION 09/13/07 PLAN REVIEWER Ray Fuller FOREWORD (PLEASE READ) This plan review is limited to the technical requirements contained in the Uniform Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and access for the disabled This plan review is based on regulations enforced by the Building Department You may have other corrections based on laws and 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 residential construction comply with the 2001 edition of the California Building Code (Title 24), which adopts the following model codes 1997 UBC, 2000 UPC, 2000 UMC and 2002 NEC The above regulations apply to residential construction, 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 106 4 3, 1997 Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law To speed up the recheck process, please note on this list (or a copy) where each correction item has been addressed, i e . plan sheet number, specification section, etc Be sure to enclose the marked up list when you submit the revised plans Carlsbad O7-2347 O9/20/07 Important Notice Regarding the 2007 CBC If you are an architect, engineer, designer or contractor that performs work within the State of California, please be advised that a new building code will take effect on January 1, 2008 The new building code is based on the 2006 International Building Code (IBC) and it is significantly different than the Uniform Building Code (UBC) All plan review applications submitted after December 31. 2007 will be required to comply with the new code The 2007 CBC is currently available for purchase directly from the International Code Council, at www iccsafe orq 1 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 1) Deliver all corrected sets of plans and calculations/reports directly to the City of Carlsbad Building Department, 1635 Faraday Ave , Carlsbad, CA 92009, (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 Verfiy that the final sets of plans and any new calculations will be stamped and signed by engineer of record also Plans were not stamped or signed 3 Provide a statement on the Title Sheet of the plans stating that this project shall comply with the 2001 edition of the California Building Code (Title 24), which adopts the 1997 UBC, 2000 UMC, 2000 UPC and the 2002 NEC Cover sheet is noting older code of 1999 NEC 4 Could not locate where the dryer vent was shown to the exterior-maximum i e 14 ft with 2 elbows when 4" or 23 ft if 5" noted Termination to be a minimum of 3 ft from any opening (Cannot penetrate the fire wall) Carlsbad O7-2347 O9/20/07 5 Floor plan note on A2 states there is going to be wood storage at masonry fireplace The Regional Stnds as shown on GN2 for example are not designed for storage'? 6 Provide truss details and truss calculations for this project Drag truss calculations to reflect required axial loads Truss design to include FAU(s) in attic where applicable Verfiy dead loads and clearances for FAU/catwalk care provided and attic access framing when exceeds 24" in width 7 Please provide evidence that the engmeer-of-record has reviewed the truss calculation package prepared by others (i e , a "review" stamp on the truss calculations or a letter) Section 106 3 4 1 8 Complete special inspection form for epoxy bolts 9 The framing /roof plan to clearly reflect how obtaining the minimum 2" clearances required to wood framing 10 Plans need to be reviewed by designer of record, stamp and signed showing that details and floor plans match calculations which in turn show a complete vertical and lateral load path to the foundation For example could not locate the 2- 4 ft shear panels for line 2? 11 Reference all details to all applicable places on the plans and cross out or delete those that do not apply • City to place soils stamp on the plans at issuance • 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 a 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 Ray Fuller at Esgil Corporation Thank you Carlsbad 07-2347 O9/2O/O7 City of Carlsbad Building Department BUILDING DEPARTMENT NOTICE OF REQUIREMENT FOR SPECIAL INSPECTION Do Not Remove From Plans Plan Check No 07-2347 Job Address or Legal Description 2411 Buena Vista Circle Owner Address You are hereby notified that in addition to the inspection of construction provided by the Building Department, an approved Registered Special Inspector is required to provide continuous inspection during the performance of the phases of construction indicated on the reverse side of this sheet The Registered Special Inspector shall be approved by the City of Carlsbad Building Department prior to the issuance of the building permit Special Inspectors having a current certification from the City of San Diego, Los Angeles, or ICBO are approved as Special Inspectors for the type of construction for which they are certified The inspections by a Special Inspector do not change the requirements for inspections by personnel of the City of Carlsbad building department The inspections by a Special Inspector are in addition to the inspections normally required by the County Building Code The Special Inspector is not authorized to inspect and approve any work other than that for which he/she is specifically assigned to inspect The Special Inspector is not authorized to accept alternate matenals, structural changes, or any requests for plan changes The Special Inspector is required to submit wntten reports to the City of Carlsbad building department of all work that he/she inspected and approved The final inspection approval will not be given until al 1 Special Inspection reports have been received and approved by the City of Carlsbad building department Please submit the names of the inspectors who will perform the special inspections on each of the items indicated on the reverse side of this sheet (over) Carlsbad O7-2347 O9/2O/O7 SPECIAL INSPECTION PROGRAM ADDRESS OR LEGAL DESCRIPTION PLAN CHECK NUMBER \J \<»T OWNER'S NAME '^—i I, as the owner, or agent of the owner (contractors may not employ the special inspector), certify that I, or the architect/engineer of record, will be responsible for employing the special mspector(s) as required by Uniform Building Code (UBC) Section 1701 1 for the construction project located at the site listed above UBC Section 106 3 5 Signed als tKe engineer/architect of record, certify that I have prepared the following special inspection program as required by UBC Section 106 3 5 for the construction project located at the site listed above Engineer's/Architect's Seal Here Signed 1 List of work requiring special inspection D Soils Compliance Prior to Foundation Inspection D Structural Concrete Over 2500 PSI D Prestressed Concrete D Structural Masonry D Designer Specified G Field Welding High Strength Bolting JtTl Expansion/Epoxy Anchors [H Sprayed-On Fireproofmg D Other 2 Name(s) of mdividual(s) or firm(s) responsible for the special inspections listed above B C 3 Duties of the special inspectors for the work listed above A B Special inspectors shall check in with the City and present their credentials for approval prior to beginning work on the job site Carlsbad O7-2347 09/20/O7 VALUATION AND PLAN CHECK FEE JURISDICTION Carlsbad PLAN CHECK NO 07-2347 PREPARED BY Ray Fuller DATE O9/20/07 BUILDING ADDRESS 2411 Buena Vista Circle BUILDING OCCUPANCY R3 Ul TYPE OF CONSTRUCTION VN BUILDING PORTION Room Addition Garage Extend Masonry FP Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code AREA ( Sq Ft ) 230 266 1 230 cb Rldn Pprmtf FPP Hv Orrlm^nro . ^ Valuation Multiplier ^ 121 94 ' 26 61 3,569 54 388 By Ordinance Reg Mod VALUE ($) 28,046 7,078 3,570 892 39,586 $325 65 Plan Check Fee by Ordinance Type of Review [~l Repetitive Fee Repeats 0 Complete Review D Other r-1 Hourly Structural Only Hour* Esgil Plan Review Fee $211 67 $18236 Comments Sheet 1 of 1 macvalue doc City of Carlsbad Public Works — Erigineeri|ng DATE BUILDING ADDRESS PROJECT DESCRIPTION ASSESSOR'S PARCEL NUMBER BUILDING PLANCHECK CHECKLIST PLANCHECK NO CB 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 D A Right-of-Way permit is required prior to construction of the following improvements DENIAL Please see xtheTattached report of deficiencies marked wVr/O Mak'e necessary corrections to plans or specifications'''^ compliance with applicable codes arj'd standards Submit corrected plans and/or specifications to this office for review Only the applicable sheets have been sent Date Date Date ^ By By By FOR OFFICIAL USE ONLY NE.ERING AUTHORIZATION TO ISSUE BUILDING PERMIT Date ATTACHMENTS D Dedication Application/Checklist D Improvement Application jj Improvement Checklist D Neighborhood Improvement Agreement [] Grading Submittal Checklist D Right-of-Way Permit Application D Right-of-Way Permit Submittal Checklist and Information Sheet D Storm Water Applicability Checklist ENGINEERING DEPT CONTACT PERSON _ 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 1635 Faraday Avenue • Carlsbad CA 9200^-7314 • (760) 6O2-272O • FAX (760) 6O2-&562 BUILDING PLANCHECK CHECKLIST SITE PLAN 1 Provide a fully dimensioned site plan drawn to scale Show A North Arrow F B Existing & Proposed Structures G C Existing Street Improvements H D Property Lines (show all dimensions) I E Easements J Right-of-Way Width & Adjacent Streets Driveway widths Existing or proposed sewer lateral Existing or proposed water service Existing or proposed irrigation service n n D 2 Show on site plan 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 iST DISCRETIONARY APPROVAL COMPLIANCE 4a Project does not comply with the following Engineering Conditions of approval for Project No OL. Lfi^ijig&Zt/ijjsrcjL,} UstJJ L~H D CH 4b All conditions are in compliance Date nan DEDICATION REQUIREMENTS 5 Dedication for all street Rights-of-Way adjacent to the building site and any storm dram 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 Vz x 11" plal 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 D D D 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 1840040 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 .. ST 2ND 3RD n C3 CH 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 CD CH D 6b Construction of the public improvements may be deferred pursuant to Carlsbad Municipal Code Section 18 40 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 L~H CD 6c Enclosed please find your Neighborhood Improvement Agreement Please return agreement signed and notarized to the Engineering Department Neighborhood Improvement Agreement completed by Date D O D 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 GRADING PERMIT REQUIREMENTS The conditions that invoke the need for a grading permit are found in Section 11 06 030 of the Municipal Code D IH D 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. n D D 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 D D D 7c Graded Pad Certification required (Note Pad certification may be requned even if a grading permit is not required ) BUILDING PLANCHECK CHECKLIST A ST 2ND 3RD rj D D 7d No Grading Permit required Q D D 7e If grading is not required, write "No Grading" on plot plan MISCELLANEOUS PERMITS D D D 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 D D 9 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] [~] n 10a Storm Water Requirements Applicability Checklist Completed D CD 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 FEES 11 Q Required fees are attached -NcTfees requiredQ 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 [H l~l CU 12b Irrigation Use (where recycled water is not available) All irrigation meters must be sized via irrigation calculations (in gprn) 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 [H CD CH 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 D D 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 Types of Use Sq Ft /Units 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 = $ D D D D 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_ ACRES HIGH /LOW X FEE/AC = $ D 8 POTABLE WATER FEES UNITS CODE CONNECTION FEE METER FEE SDCWA FEE IRRIGATION Word\Docs\Mlsforms\Fee Calculation Worksheet 1 of 2 City of Carlsbad ENGINEERING DEVELOPMENT SERVICES MEMORANDUM August 6, 2007 TO Greg Fisher, Planning FROM Jeremy Riddle, Engineering SUBJECT FIRST REVIEW OF DEYOUNG ADDITION, CDP 07-19 (APN 155-221-04) Engineering Department staff has reviewed the application as to its completeness for processing Based on staff review, the application is complete, as submitted However, there are engineering issues that must be resolved or adequately addressed prior to staff makirg a determination to approve or deny the project The issues of concern for this application are as follows 1 Staff needs additional information to help determine if this project is a priority project under water quality regulations Provide supporting area calculations that demonstrate how this project (as a percentage) increases the impervious area as compared to the existing condition Per Coastal Regulations, if this project increases the impervious area more than 10%, this project will be considered a priority project If deemed a priority project, with the next submittal, prepare a preliminary Storm Water Management Plan (SWMP) to a Identify existing and post-development on-site pollutants-of-concern b Identify the hydrologic unit this project contributes to and impaired water bodies that would be impacted by this project c Recommend source controls and treatment controls that will be implemented with this project to avoid contact or filter said pollutants from storm water to the maximum extent practicable before discharging to City right-of-way, sensitive habitat or natural water course d Establish specific procedures for handling spills and routine clean up Special considerations and effort shall be applied to resident education on the proper procedures for handling clean up and disposal of pollutants e Ensure long-term maintenance of all post construct BMPs in perpetuity f Provide hydraulic/hydrologic calculations to verify that numeric sizing criteria is met for filtration/treatment of the site g Identify how post-development runoff rates and velocities from the site will not exceed the pre-development runoff rates and velocities to the maximum extent practicable 2 If deemed a priority project, revise the exhibits to callout and show the treatment control BMP's per the preliminary SWMP 3 Revise the exhibits to show and callout the size and type of existing storm dram facility, if any, traversing the existing drainage easement along the southern property line Verify this project presents no conflicts with the facility, if any Deyoung Addition Augusts, 2007 Page 2 of 2 Revise the exhibits to clarify whether the existing driveway will be modified to allow for vehicular accessibility in/out of the garage addition If this effort increases impervious area, account for this within the calculations mentioned above Address redlmes as noted on the returned exhibits Attached is a engineering redlmed check print of the project for your use in making the requested revisions Please be advised, this check print must be returned with the revised plans to facilitate continued staff review If you have any questions regarding the engineering issues, please contact me at 760-602-2737 c John O'Donnell, Senior Civil Engineer D D D D PLANNING DEPARTMENT BUILDING PLAN CHECK REVIEW CHECKLIST Plan Check No CB. Planner APN Of] 3-^0 Address Phone (760) 602- Type of Project & Use Zoning /^' ( General Plan CFD (in/out) #_Date of participation Net Project Density DU/AC Facilities Management Zone Remaining net dev acres Circle One (For non-residential development Type of land used created by this permit ) Legend Item Complete Environmental Review Required DATE OF COMPLETION Item Incomplete - Needs your action YES NO TYPE Compliance with conditions of approval7 If not, state conditions which require action Conditions of Approval Discretionary Action Required APPROVAL/RESO NO PROJECT NO OTHER RELATED CASES Compliance with conditions or approval7 If not, V Conditions of Approval conditions which require acticn n n n Coastal Zone Assessment/Compliance Project site located in Coastal Zone7YES_ CA Coastal Commission Authority7 YES_ Y N0_ 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 Completed7 YES NO, 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#, toolbar, Screens, HMP Fees, Enter Acres of Habitat Type impacted/taken, UPDATE') Inclusionary Housing Fee required YES NO, (Effective date of Inclusionary Housing Ordinance - May 21, 1993 ) Data Entry Completed7 YES NO (A/P/Ds, Activity Maintenance, enter jtB#, toolbar, Screens, Housing Fees, Construct Housing Y/N, Enter Fee, UPDATE') H \ADMIN\COUNTER\BldgPlnchkRevChklst Rev 3/06 Site Plan Provide a fully dimensional site plan drawn 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 D D D CD Policy 44 - Neighborhood Architectural Design Guidelines 1 Applicability YES N( 2 Project complies YES N<! Zoning 1 Setbacks Front Interior Side Street Side Rear Top of slope 2 Accessory structure Front Interior Side ^x Street Side .X"'^ Rear ^-"''''^ Structure separation Required Required Required Required Required setbacks .x-^ ^--Required Required Required Required Required Z£?' <=r 6" Shown Shown 7201 /O ' Shown /9f/Z- Shown 7<??<?' 'y^ ^^ Shown Shown A//Ar Shown Shown Shown Shown D 3 Lot Coverage 4 Height Required Required Shown Shown 19' a 5 Parking Spaces Required Shown (breakdown by uses for commercial and industrial projects required) Residential Guest Spaces Required Shown Additional Comments OK TO ISSUE AND ENTERED APPROVAL INTO COMPUTER H \ADMIN\COUNTER\BldgPlnchkRevChklst Rev 3/06 STATE OF CALIFORNIA—THE RESOURCES AGENCY ARNOLD SCHWARZENIIGGER Governor CALIFORNIA COASTAL COMMISSION SAN DIEGO COAST DISTRICT 7575 METROPOLITAN DRIVE SUITE 103 SAN DIEGO CA 92108 4421 (619) 767 237C FAX (619) 767 2384 www coastal ca gov NOTIFICATION OF APPEAL PERIOD DATE November 19, 2007 TO Greg Fisher City of Carlsbad, Planning Department 1635 Faraday Avenue Carlsbad, CA 92008-7314 FROM Tom Ross, Coastal Program Analyst CaUfc**1 RE Application No 6-CII-07-240 Please be advised that on November 15, 2007 our office received notice of local action on the coastal development permit described below Local Permit* CDP-07-19 Apphcant(s) Sam Wright Description Location The addition of 230 sq ft of living space area and 266 sq ft of garage space to an existing residence 2411 Buena Vista Circle, Carlsbad (San Diego County) Unless an appeal is filed with the Coastal Commission, the action will become final at the end of the Commission appeal period The appeal period will end at 5 00 PM on December 3, 2007 Our office will notify you if an appeal is filed If you have any questions, please contact me at the address and telephone number shown above cc Sam Wright MIKE SURPRENANT & ASSOCIATES Consulting Structural Engineers STRUCTURAL CALCULATIONS (Revisions) Project DeYoung Addition 2411 Buena Vista Circle Carlsbad, California 92008 Prepared for Samuel B Wright Wright Design 2911 State Street, Suite "N" Carlsbad, California 92008 Project No 07111 Date October 16, 2007 335 15th Street San Diego, California 92101 Te Mike Surprenant i & Associates Consulting Structural Rngmeers lob </'//[ yF Sheet No Calculated bv Cliccked b\ Scale :fc^(/- V- i i hi PV- / of 5> Date fahl\J'h Date REVISION SCOPE Q Provide additional structural calculations for 1) Revising the shearwall at gridhnc "C", 2) Adding a roof cover at gridline "A", and 3) Reworking the sheanvall at gridline "2" of an existing one-story residence per the drawings supplied by Wright Design These calculations have been prepared for the exclusive use of Mr John DcYoung and his design consultants for the specific site listed above Should modifications be made to the project subsequent to the preparation of these calculations, Mike Surprenant & Associates should be notified to review the modifications with respect to the recommendations/conclusions provided herein, to determine if any additional calculations and/or recommendations are necessary Our professional services have been performed, our findings obtained, and our recommendations prepared in accordance with generally accepted engineering principles and practices MIKE SURPRENANT & ASSOCIATES Consulting Structural Engineers -inn DATE. DATE_ SOAIF HORIZONTAL MEMBER DESIGN LEVEL fW MEMBERS h£$fl(.*> LABEL ft$-\ SPAN= ^l-f FT 0 i '<• D UNIFORM LOAD D J>01NT LOAD (CENTERED) H'CUSTOM LOADING (SEE DIAGRAM) [>. ^ f-o^-f i -ci K v\ f f\ \ i % ly f t I' f A*T ' VMAX = -7 lj r i\iW \t MMAX= USE ^ILA" h GRADE T$V C. - ALT GRADE C 1 f s Ibs RK= A!Vi U'V Ibs E = fcOGO 3l^*ft-lbs IREQD = •• t ? Ibs Vsi LABEL: AJ/W SPAN= /T^Q FT BUNIPORMLOAD D CUSTOM LOADING (SEE DIAGRAM) t ^1=f /Jf/tf /C^/'l'l' 3"^/ 7r/ 7 TT 2 ~~ — Pi = P2 = RL = VMAX = ^ ij ^ \\?"l Is TX_f MMAX = USE 5 H- * "' 1 o GRADE J-^ C ALT GRADE C ! 1 ^ 1US^ lbs R WiTM •« ^ct^fO Ibs E = ^OO ft-lbs IREQD = • 1 Ibs ksi in4 LABEL SPAN= FT D UNIFORM LOAD D POINT LOAD (CENTERED) D CUSTOM LOADING (SEE DIAGRAM) P2 = RL = VMAX = MMAX= USE GRADE C ALT GRADE C x Ibs RD = 1 f hs Ibs E =_ ksi ft-lbs IREQD = i PRODUCT 207 JOB. MIKE SURPRENANT & ASSOCIATES Consulting Structural Engineers SHEET NO . CALCULATED BY_ CHECKED BY SCALE DATE, DATE. Story Shearwalls SHEARWALL DESIGN Direction Unit Lateral Load, v =psf Gridhne / Tributary Area (This Level) Lateral Load (This Level) _ Lateral Load (Level Above) Shearwall(s) Length, L Unit Wall Shear, v = Fx/L = Shearwall Type Overturning: L = Uplift = Total Load (All Levels), F, = ft Lbs p]f ft . Okay by Inspection Lbs Holdown Anchor Type Tributary Area (This Level) Lateral Load (This Level) Lateral Load (Level Above) Shearwall(s) Length, L Unit Wall Shear, v = FX/L = D Total Load (All Levels), Fx =. ft Pif Shearwall Type Overturning. L.=rturning. L =ft = iforf)*ft . Okay by Inspection Lbs Holdown Anchor Type Gridline v* Tributary Area (This Level) Lateral Load (This Level) Lateral Load (Level Above) Shearwall(s) Length, L Unit Wall Shear, v = Shearwall Type Overtur . Total Load (All Levels), Fx= JU ft plf ft . Okay by Inspection Holdown Anchor Type Lbs .Lbs .Lbs Lbs Lb> MIKE SURPRENANT & ASSOCIATES Consulting Structural Engineers STRUCTURAL CALCULATIONS Project DeYoung Addition 2411 Buena Vista Circle Carlsbad, California 92008 Prepared for Samuel B Wright Wright Design 2911 State Street, Suite "N" Carlsbad, California 92008 Project No 07111 Date August 10,2007 335 15th Street San Diego, California 92101 Tel (619) 53 t-ky^jgjssf's MIKE S URPRENAIN T "tV\^W £ ACCrM^TiTTC SHEET NOjf v j!|f &. AjiUdAJLlio '***! \^^v Consulting Structural Engineers r.u r.i n A-rcp Py nHPCKPn RV SCAIF 1 "S <n 1 0,1? Pjl HATE & \0 G[ DATE . TABLE OF CONTENTS PAGE 1 PROJECT SCOPE 1^__ 2 DESIGN CRITERIA SUMMARY "^ 13 DESIGN LOADS 4 VERTICAL ANALYSIS A HORIZONTAL MEMBER DESIGN (BEAMS, HEADERS, JOISTS, ETC) B VERTICAL MEMBER DESIGN (COLUMNS, STUDS, ETC ) 5 LATERAL ANALYSIS A SEISMIC/WIND LOADS B LATERAL LOAD DISTRIBUTION C LATERAL LOAD-RESISTING DESIGN I SHEARWALL DESIGN H CANTILEVERED STEEL COLUMN ELEMENTS HI STEEL MOMENT FRAMES D REDUNDANCY FACTOR VERIFICATION 6 FOUNDATION DESIGN A CONTINUOUS FOOTINGS B SPREAD FOOTINGS C RET AIMING WALLS D SPECIAL SYSTEMS I GRADE BEAMS II DEEPENED PIERS 1 SCHEDULES A SHEARWALL SCHEDULE B HOLD DOWN SCHEDULE {T C JIAifeY Fi^MC SCHEDULE ffe D SPREAD FOOTING SCHEDULE IT FROCJCT207 Mike Surprenant & Associates Consulting Structural Engineers Job. Sheet No Calculated by. Checked by Scale •3. of ^ Date _ Date PROJECT SCOPE Q Provide vertical & lateral load calculations for a proposed approximate 230 sq ft one-story addition, a 240 sq ft garage addition and Living Room remodel to an existing 1,205 sq ft one-story single family residence at 2411 Buena Vista Circle Carlsbad, California Residence to be constructed utilizing primarily wood-frame construction New and existing roof framing to consist of conventional stick-frame, and the new and existing foundation system to consist of a combination of concrete slab-on-grade with deepened perimeter footings and a raised-wood floor A soils report was not provided for this project Therefore, the foundation design will be based on the minimum sod bearing capacity as specified in the current version of the Uniform Building Code (UBC) Mike Surprenant & Associates makes no representations concerning the suitability of the soils and/or minimum soil values allowed by the UBC These calculations have been prepared for the exclusive use of Mr John DeYoung and his design consultants (Wright Design) for the specific site listed above Should modifications be made to the project subsequent to the preparation of these calculations, Mike Surprenant & Associates should be notified to review the modifications with respect to the recommendations/conclusions provided herein, to determine if any additional calculations and/or recommendations are necessary Our professional services have been performed, our findings obtained, and our recommendations prepared in accordance with generally accepted engineering principles and practices JOB. MIKE SURPRENANT & ASSOCIATES Consulting Structural Engineers SHEET NO . CALCULATED BY_ CHECKED BY SCALE OF DATE DATE DESIGN CRITERIA SUMMARY GOVERNING CODE CONCRETE MASONRY MORTAR GROUT REINFORCING STEEL STRUCTURAL STEEL WELDING SAWN LUMBER I-JOISTS MICROLLAMS/ PARALLAMS/ TIMBERSTRAND GLULAMS SOIL 2001 C B C f c = 2500 PSI, NO SPECIAL INSPECTION REQ'D, (UNO) ASTM C90, f „ = 1500 PSI, NO SPECIAL INSPECTION REQ'D, (UNO) ASTM C270, f c = 1800 PSI, TYPE S ASTM C476, f c = 2000 PSI ASTM A615, Fy = 40 KSI FOR #3 AND SMALLER ASTM A615, Fy = 60 KSI FOR #4 AND LARGER (UNO) ASTM A992, Fy = 50 KSI (ALL 'W SHAPES, ONLY) ASTM A36, Fv = 36 KSI (STRUCTURAL PLATES, ANGLES, CHANNELS) ASTM A500, GRADE B, Fy = 46 KSI (STRUCTURAL TUBES-HSS) ASTM A53, GRADE B, Fy = 35 KSI (STRUCTURAL PIPES) E70-T6-TYP FOR STRUCTURAL STEEL E90 SERIES FOR A615 GRADE 60 REINFORCING BARS DOUG FIR LARCH, ALLOWABLE UNIT STRESSES PER 1997 UBC TrasJoist MacMillan - ICBO PFC-4354 (TJI & TJI/PRO MEMBERS) TrusJoist MacMillan - ICBO PFC-4354 - (LVL/PSL/LSL MEMBERS) DOUGLAS FIR OR DOUGLAS FIR/HEM GRADE 24F-V4 (SIMPLE SPANS) GRADE 24F-V8 (CANTILEVERS) :ST1NG NATURAL SOIL VALUES PER UBC TABLED 8-I-A SOIL CLASSIFICATION - 5>J> rn SOILS REPORT BY DATED ALLOWABLE BEARING PRESSURE ACTIVE SOIL PRESSURE (CANTILEVER) ACTIVE SOIL PRESSURE (RESTRAINED) PASSIVE SOIL PRESSURE COEFFICIENT OF FRICTION _PSF _PCF _PCF PCF PRODUCT 207 JOB.ill MIKE SURPREN ANT & ASSOCIATES Consulting Structural Engineers SHEET NO. CALCULATED BV_ CHECKED BY SCALE OF_JL DATE. DATE- DESIGN LOADS ROOF DEAD LOAD ROOFING MATERIAL SHEATHING RAFTERS/C J (or) TRUSSES INSULATION DRYWALL OTHER (ELEC , MECH . MISC ) TOTAL DEAD LOAD LIVE LOAD TOTAL LOAD MATERIAL SLOPE- / CASE * CASEU (-&*&_ fK 15 40 15 25 15 0 PSF PSF PSF PSF 15 40 15 25 II 0 PSF 0 PSF 3(.0 PSF 0 PSF FLOOR DEAD LOAD FLOORING FINISH LT WEIGHT CONCRETE < SHEATHING JOISTS DRYWALL OTHER (ELEC, MECH, MISC) TOTAL DEAD LOAD LIVE LOAD TOTALLOAD MATERIAL: EXTERIOR WALL STUDS .. DRYWALL INSULATION EXTERIOR FINISH OTHER TOTAL LOAD INTERIOR WALL STUDS DRYWALL OTHER TOTAL LOAD- FINISH: PSF 20 35 25 _3JL DECfC PSF _PSF 0 PSF /JMU* 10 2,5 15 O 1.0 PSF 0 PSF PSF 20 35 25 . 3,Q 0 PSF .0 PSF .0 PSF 10 25 15 0 PSF .» PSF 10 50 _ Lfi PSiF PSF ^ „ Off fllJbang^ MIKE SURPRENANT t/lr \ T^%> o A CCf~\/T ATT7C SHfrFTfgo .2i \ II AaSULIAlJja f^ \p^ns Consulting Structural Engineers CALCULATED BY '4__J \ 1 T « fr DATE DATE HORIZONTAL MEMBER DESIGN LEVEL /TfiF MEMBERS ' /?*#(*> LABEL Afe-f SPAN= ft-f FTMM D UNIFORM LOAD D , POINT LOAD (CENTERED) H CUSTOM LOADING (SEE DIAGRAM) Wi-\j/tM\ nF//v3»vr 1 ' * MY ~4 Wj = VMAX = rt! l\ . n jj V1 MMAX= USE IN Xl/V GRADE M/U" C. ALT GRADE C — __j^- — i > fU lbs %5"1> lbs / R» = 85"> E = WOO 1 1 ? lbs ksi lA^-10 ft-lbs IKEOD in" LABEL jtyrl' SPAN= /^X> FT D UNIFORM LOAD DxPOINT LOAD (CENTERED) Q^ aJSTOM LOADING (SEE DIAGRAM) "wi- \r/tiuj\ i^jv^p )* 1$' iff 7 PI = P2 = RL = VMAX = (V \l <jVJ 1* i . MMAX = M^lIT' GRADE ^^ C ALT GRADE C • " ^ $1"! lbs 106? lbsiiyo ft-ibs Jix— 1 < RB= Rtt1?. E = [fOO IREQD = " lbs ksi 4 LABEL fHb-5 SPAN= '2-^-c FT D UNIFORM LOAD ZT CUSTOM LOADING (SEE DIAGRAM) i /<il fan.! \ Of U (^L&l' « Vr2 *~- |vSo|J|b> / o .-. 1/,-j VMAX = x-lllV, i >V V '^''"::*^/ MMAX- USE Jftf I^-T GRADE GtO C ^TP ALT "V^i ld5H GRADE v C ^ ^ * '* I ^ J«B*T1 / v w*? lbs ^VX> lbs (15^0 ft-lbs ^ ^J I * 1$ t f R — ^1 T^ 1D — S\ I \ IRKQD = * , f bs CSI D PRODUCT 207 JOB. MIKE SURPRENANT & ASSOCIATES Consulting Structural Engineers oy/l SHEET NO . CALCULATED BY_ CHECKED BY SCALE OF DATE DATE Ji LATERAL ANALYSIS / DESIGN (SEISMIC / WIND LOADS) AREA Seismic V = (2 5 C. II R) W, - (Governs) 1 4 CASD) Seisnuc Zone H Z = »«™ Soil Profile = 4t N.= /»* ca = 0 MT 1=10 (Standard Occupancy) Wind P = CeCqqsI Method. Exposure ft C, = q.= W, = Total Seismic Dead Load BASE SHEAR V= tf.l'K W. (ASDLoad) (Assume p = 1 0, Verification to Follow) Iw = 1 0 (Non-Essential Facility) .psf Basic Wind Speed -t* mph UBC Table 16-G _, UBC Table 16-H "psf ROOF WEIGHT Diaphragm = Exterior Wall Weight Interior Wall Weight = Total Weight (Tributary to Diaphragm) = .FLOOR WEIGHT Diaphragm = Exterior Wall Weight = Interior Wall Weight = Total Weight (Tributary to Diaphragm) = . FLOOR WEIGHT Diaphragm = Exterior Wall Weight =. Interior Wall Weight = _ Total Weight (Tributary to Diaphragm) = TOTAL DEAD LOAD, Wt = BASE SHEAR, V = 0.{1Y Wt =. LBS UNIT SHEAR, v = V / Area (Applies to single level structures only) = _IBS _IBS _LBS _LBS _LBS _LBS .LBS .LBS .LBS PSF =ROD'_CT2C7 -^ MIKESURPRENANT & ASSOCIATES Consulting Structural Engineers JOB.ML SHEET NO . DATE. OATE_ SCALE . SHEARWALL DESIGN ( Storv Shearwalls W' Direction Unit Lateral Load, v = Gndline / hi W. . \ Tributary Area (This Level) VPA ^ 7) "* Lateral Load (This LeveD Lateral Load (Level Above) Total Load (All Levels). F, = Shearwall(s) Length. L = *>("*•) * ft-'® ft Unit Wall Shear, v = K/L = 5 > plf Shearwall Type < 1 i Overturning: L= ft "^ Okay by Inspection Uplift = Lbs Holdown Anchor Type i — i Gndline ^ Tii !/• \ K, w . Tributary Area (This Level) V / V V^ >/ 1 V/^V \ 1 L^ ) ' Lateral Load (This Level) Lateral Load (Level Above) „ Total Load (All Levels). Fv = Shearwall(s) Length. L = If 1 x 8-0 ft Unit Wall Shear, v = R/L = ^ V plf f ^7)r , V 'l^e- IW J.11 "• V. /) ' / y (P I/ ' Shearwall Tvpe (t^ Overturmnc' L= <* ft Oka v by Inspection Uplift = V*UJ U I- ' W Lbs Holdown Anchor Type rpi tj. ^ c Gndline ^ ^ij \, - \ Tnbutarv Area (This Level) V NA T&1) * Lateral Load (This Level) Lateral Load (Level Above) Total Load (All Levels). F, = Shearwall(s) Length. L = §J ft Unit Wall Shear, v = FJL = M plf Shearwall Tvpe (j f Overturnmg' L= ft Okav by Inspection Uuhft = Lbs Holdown Anchor Type i — i HLtt «r /M sq ft -57.0 Lbs - Lbs 51G Lbs Jft_,t3l?M Lbs ~ Lbs ^IfH Lbs /Ol^ j^bs *" Lbs feu«f Lbs PRD3UCT207 v~. jvrKE SUKPRENAKT 1j V w & ASSOCIATED r*S \fSSK Cor -jltmg Structural £ngu».-ui.s'•^_j- \ — : / Storv Shearv.'i.»- t~W A x Gndlme '*r Ml jn^i\ Tnbutarv Area (This Lev?.. ; Vjv' '^' Lateral Load (This Lev^I, Lateral Load (Level ADO v7-? , Shearwall(s) Lengtn, L = . Unit Wall Shear, v = K/L -- Ffl pif Shearwall Type ^p Overtnnam<r ,_ = ft Uplift = Holdown Archer ~"ype i — j Gndlme .Jr.. fij V-j^. \ Tnbutary Area (This Le- = V*A ' / Lateral Load (This Lev'Ci. Lateral Load (Level Above Shearwall(s) Length. L = Unit Wall Shear, v = f. L. - "Vt^- pif Shearwall Tvpe /jTk l/j HF wR 1 OverturBiiis = ft Uplift- Holdown Arse;-; 7: /pe i — i ^h JLI cGndline /*lj j/'-ijflX f ij Vr Tnbutarv Area (This Ls ,« .• W VVPIft ) 1 V ^ A^ Lateral Load (This Leve 'i Lateral Load (Level A5c w , Shearwall(s) Length, L - 5v?'/Tl">' Unit WaU Shear. v = ?^- - l1^) D;f Shearwall Type \lf Overturni3£> . - i* ft Uohft= vT^OJiA)- Holdown Anch ' " -Be rrji s(\ij*vi ' «, OT/// CAI_C!ILATED HY DATF (XFRKFD BY DATE SPJU F Direction Unit Lateral Load, v = f^l psf ft\ sq ft C^ Ibs " Lbs Total Load (All Levels'). Fr= 51-6 Lbs f « ft Okay bv Inspection Lbs fy SC[ ft ?V* Lias Lbs ^ Total Load (All Levels'). FT= 5"^ Lbs I-) ft i $BM ?^^ ^ ^ ^^ ^ Okav bv Inspection Lbs *fc/L^ ) /"X> K jf^ J ^ ( MCsWr 7iT «, ft 33TS Lbs Lbs Total Load (All Levels), Fr= 3>5^ Lbs llJ> ft. Okay cy Inspection , . M Lbs JWODLCT207 JOB. MIKE SURPRENANT & ASSOCIATES Consulting Structural Engineers SHEET NO . CALCULATED BY CHECKED BY SCALE DATE DATE REDUNDANCY FACTOR CALCULATION (UBC 1630 1 1) FLEXIBLE DIAPHRAGM WITH WOOD STRUCTURAL PANEL SHEARWALLS Vmax = 7m Lbs (Total lateral load at Gridline "_^L_") Iw = O-fl ft (Total Sum of Lengths of Shearwalls at Gndlme) F = ffiJH Lbs (Story Shear) AB = |%^ sq ft (Ground Floor Area of Structure) CALCULATIONS rmax fmax =C. yiii > rmax V B = 1- Q(WJm)= ft 4 io. OKAY 0 PRODUCT ilL MIKE SURPRJENANT & ASSOCIATES Consulting StructuraJ Engineers SHEET NO . CALCULATED BY_ CHECKED BY__ SCALE Jo_OF_/i DATE. DATE. FOUNDATION DESIGN ALLOWABLE APPLIED LOADS Allowable Soil Bearing Pressure (ASBP) = /QO'O psf (Per Design Criteria) CONTINUOUS FOOTINGS |wn MARK CF-1 Ftg Width fb)= - ft = ASBP (b) - Depth of Ftg (h)ft USE " WIDE x l> " DEEP WITH ^ # H TOP & BOTTOM MARK CF-2 Ftg Width (b) = _.ft Depth of Ftg (h) =. WALLOW = ASBP (b) =_ USE " WIDE x DEEP WITH #TOP & BOTTOM @ Gndlme _/£_ =. @ Gndhne =. @ Gndhne =. WMAX @ Gndlme =. ISA USE CF- USE CF-. USE CF-. USE CF-. 0 PRODUCT 207 MIKE SURPRENANT & ASSOCIATES Consulting Structural Engineers JOB. SHEET NO . CALCULATED BY_ CHECKED BY SCALE l__0FJt DATE_ DATE. CONTINUOUS FOOTINGS - MAX POST LOADS 2h(ft) MARK CF1 PMAX = ASBP(b)(2h) =_ h(ft) LBS MARK CF-2 PMAX = ASBP(b)(2h) =__LBS PRODUCT 207 JOB. MIKE SURPRENANT & ASSOCIATES Consulting Structural Engineers SHEET NO . CALCULATED BY_ CHECKED BY SCALE DATE. DATE. SPREAD FOOTINGS - MAX. ALLOWABLE CONCENTRATED LOADS PMAX MARK P-l PMAX =ASBP(b)2=. bfft) LBS h(ft) USE 24" SQUARE x j v " DEEP WITH (2) # 4 EACH WAY @ BOTTOM MARK P-2 PMAX =ASBP(b)2=.LBS USE 30" SQUARE x JV" DEEP WITH (3) # 4 EACH WAY @ BOTTOM MARK P-3 PMAX =ASBP(b)2=.LBS USE 36" SQUARE x V- " DEEP WITH (4) # 4 EACH WAY @ BOTTOM MARK P-4 PMAX =ASBP(b)2 =. USE 42" SQUARE x V" DEEP WITH (5) # 4 EACH WAY @ BOTTOM MARK Pjj PMAX =ASBP(b)2=.LBS USE 48" SQUARE x \\s" DEEP WITH (6) # 4 EACH WAY @ BOTTOM 0 PRODUCT 207 AOKESURPRENANT & ASSOCIATES Consulting Structural Eogjceers joe. SHEET NO. CALCULATED BV_ CHECKED ev SCALE DATE- OATE- SCHEDULES MIKE SURPRENANT & ASSOCIATES Consulting Structural Engineers JOB.Qflll SHEET NO . CALCULATED BY_ ji DATE.. DATE. SCALE . T15 I C/3 *3s ogSad s © 12 n28s£ Sg «£ £i *8 I! afi 1 1 Jfe K §^ i e5 S *«s ill i K £a s|l i d Iisgs 8 I SiI 5 £ I !11 I is 1 I* 1 II e 8 ae ;« S 2 B: o Sigi Mh* Is1 2 g = 1iil asled fi« si* fi I! li ? oS S SS ft Ijlill K| S S H it S| SP 5 S £ s Is if S i I E I" if | i 11 fi 8 z 5 a shsiSSihi ^ K II I 2s Sa i ua 3© ©®©@® ©© ©®0®@ PRODUCT 207 MIKE SURPRENANT & ASSOCIATES Consulting Structural Engineers JOB.IML SHEET NO . CALCULATED BY_ CHECKED BY SCALE DATE. DATE. HOLD-DOWN SCHEDULE 4x POST W MSTC40 FLR-To-FLR WOLD-DOWN 4x POST W M5TC52 FLR-To-FLR HOLD-DOWN 4x POST W/ MSTC66 FLR-To-FLR HOLD-DOWN 4x POST W/ MSTC78 FLR-To-FLR MOLD-DOWN 4x POST W/ CMSTI4 FLR-To-FLR HOLD-DOWN (34" END LENGTH t ("74; I6d TO EA POST; 4x POST W CMSTI2 FLR-To-FLR HOLD-DOWN (45" END LENGTH * (100; 16d TO EA POST; 4x POST W/ STHD8 HOLD-DOWN 4x POST W/ STHD10 HOLD-DOWN 4x POST W/ STHD14 HOLD-DOWN 4x POST W/ PHD2 ON SSTBI6 A B 4x POST W/ PHD5 ON SSTB24 AB 4x POST W PHD6 ON SSTB28 AB 4x POST W/ PHD8 ON SSTB28 A B 4x POST W HD&A ON SSTB28 AB 4x POST W/ HDIOA ON SSTB28 A B 4x POST W/ HDI4A ON SSTB34 A B NOTES HOLD DOWN ANCHORS MUST BE TIED IN PLACE PRIOR TO FOUNDATION INSPECTION 2) DEEPEN FOOTINGS TO PROVIDE 3" MIN CONCRETE COVER WHERE HOLD DOWN ANCHORS ARE LONGER THAN THE FTG DEPTH 3; USE (Rj; OPTION ON STHD HOLD-DOWNS FOR RAISED WOOD SUB-FLOOR CONDITION REV JAN 2001 PRODUCT 207 JOB. MIKE SURPKENANT x & ASSOCIATES Consulting Structural Engineers CHECKED BY_ DATE. DATE. HARDY FRAME SCHEDULE MIKE SURPRENANT & ASSOCIATES Consulting Structural Engineers JOB.m. SHEET NO . CALCULATED BY_ CHECKED BY . SCALE DATE. OATE_ SPREAD FOOTING SCHEDULE SYMBOL <8> <8> <8><^> <6> SIZE AND REINFORCEMENT 24' 30' 36" 42" 48' SQUARE SQUARE SQUARE SQUARE SQUARE x/V xjv x/%» XJV" x/v DEEP DEEP DEEP DEEP DEEP W/ W/ W/ W/ W/ (2)» (3; # W* (5) * ((>) * 4 EACH WAY 4 EACH WAY 4 EACH WAY 4 EACH WAY 4 EACH WAY PRODUCT 257 TITLE 24 REPORT Title 24 Report for: Deyoung Addition 2411 Buena Vista Circle Carlsbad, Ca 92008 Project Designer: Wright Design 2911 State Dr Carslbad, Ca 92008 Report Prepared By: Micheael Dell DELL CO 1629 York Drive Vista, CA 92084 (760) 940-0064 Job Number. r8-29e Date: 9/5/2007 The EnergyPro computer program has been used to perform the calculations summarized in this compliance report This program has approval and is authorized by the California Energy Commission for use with both the Residential and Nonresidential 2005 Building Energy Efficiency Standaids This program developed by EnergySoft LLC - www energysoft com EnergyPro 4 3 by EnergySofl Job Number r8 29e User Number 1712 ^$•\\^vijj ^3^»\ <a=^=^£;%Si° ^-^y ^tfc i¥©-^O (70^crCs.J -^Tt»-\r*^r•^{rcx>^. — r\ ^^Ci.^^i-$(^<^^^\rx\\s\ ^^ r\s^c^p"S^O •\r^"cT^^oipIITQ,5^Sir^» .CAT t H\ \> < ^J f p I 310 o %8-az IOgifi «»jK)> COng? Z 10-17-2008 City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 Plan Check Revision Permit No PCR07208 Building Inspection Request Line (760) 602-2725 Job Address Permit Type Parcel No Valuation Reference # PC# Project Title 2411 BUENA VISTA CR CBAD PCR 1552210400 Lot* 0 $0 00 Construction Type NEW CB072347 DEYOUNG RES DEFERRED TRUSS Status Applied Entered By Plan Approved Issued Inspect Area ISSUED 12/12/2007 KG 10/17/2008 10/17/2008 Applicant WRIGHT SAM 2911 STATE ST CARLSBAD 92008 760-213-1460 Owner DEYOUNG JOHN 2411 BUENA VISTA CIR CARLSBAD CA 92008 Plan Check Revision Fee Additional Fees $6000 $000 Total Fees $60 00 Total Payments To Date $60 00 Balance Due $000 Inspector FINAL APPROVAL 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 feeb/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 watei 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 fees/exactions of which you have previously been given a NOTICE similar to this, or as to which the statute of limitations nas previously otherwise expired City of Carlsbad Plan Check Revision No. Project Address Contact Address Building Department Plan Check No Fax General Scope of \x/nrk :::> Original plans prepared by an architect or engineer, revisions must be signed & stamped by that person. 1 Elements revised Plans Calculations Soils Other. 2 Describe revisions in detail o<= (^S,«_o-e-c=> *^ -V^«*A ^ rr /v-v 3 List page(s) where each revision is shown 4 List revised sheets that replace existing sheets 5 Does this revision, in any way, alter the exterior of the project? G Yes O Does this revision add ANY new floor area(s)? G Yes 7 Does this revision affect any fire related issues? I I Yes 8 Is this a complete set?/ G M^ l&No (~// /f—JsT^ ^Signature y^K^^.#_xf/ 1635 Faraday AvenugfCarlsbad, CA 92008 f Phone 760-602-2717/ 2718/ 2719/ 2721 Fax 760-602-8558 EsGil Corporation In (Partnership with government for (Buiftfing Safety DATE 12/18/07 a APEUCANT JURISDICTION Carlsbad ~"PCENREVlEWER a FILE PLAN CHECK NO PCRO7-208 (O7-2347) SET I PROJECT ADDRESS 241 1 Buena Vista Circle PROJECT NAME Deferred Trusses for DeYoung Residence XI The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes ' The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck The check list transmitted herewith is for your information The plans are being held at Esgil Corporation until corrected plans are submitted for recheck The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person .' ; $ The applicant's copy of the check list has been sent to 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 Telephone # Date contacted (by ) Fax # Mail Telephone Fax In Person XI REMARKS Previous approved City sets sent back Applicant to cross out deferred truss note on cover sheet of plans By Ray Fuller Enclosures Esgil Corporation D GA D MB D EJ D PC (P) 12/17/07 9320 Chesapeake Drive, Suite 208 * San Diego, California 92123 * (858)560-1468 4 Fax (858) 560-1576 Carlsbad PCR07-208 (07-2347) 12/18/07 VALUATION AND PLAN CHECK FEE JURISDICTION Carlsbad PLAN CHECK NO PCR07-208 (O7-2347) PREPARED BY Ray Fuller DATE 12/18/07 BUILDING ADDRESS 2411 Buena Vista Circle BUILDING OCCUPANCY R3 Ul TYPE OF CONSTRUCTION VN BUILDING PORTION Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code AREA (Sq Ft) cb Valuation Multiplier By Ordinance Reg Mod VALUE ($) Plan Check Fee by Ordinance $6000 Type of Review ] Repetitive Fee ~^~j Repeats D Complete Review D Other ,—! Hourly 0 5 Structural Only Hour* Esgil Plan Review Fee $4800 * Based on hourly rate Comments Sheet 1 of 1 macvalue doc MIKE SURPRENANT & ASSOCIATES Consulting Structural Engineers 12/10/07 Client John DeYoung 2411 Buena Vista Circle Carlsbad, CA 92008 Design Consultant Sam Wright (Wnght Design) Project DeYoung Addition (07111) Dear John DeYoung, In accordance with the request of Mr Sam Wright (Wright Design), we have compared the roof framing plan, prepared by our office, and the roof truss manufacturer's roof truss layout, prepared by Hanson Truss, Tnc , for the above referenced project Specifically, we were asked to verify that the roof truss manufacturer's truss layout is in general contormance to the truss layout shown on our approved structural drawings i Based on our review of the documents, we have determined that the roof truss manufacturer's truss layout generally conforms to the roof framing plan on the approved structural drawings prepared by our office • We real.t/c that there may be some items ot interest to you that have not been discussed in this lettci. Therefore, we encourage you to call with any additional questions you may have Respectfully submitted, David Thomas Structural Designer 335 15th Street San Diego, California 92101 Tel. (619) 531.0757 • Fax. (619) 531.0758 MIKE SURPRENANT & ASSOCIATES Consulting Structural Engineers 12/10/07 Client John DC Young 2411 Buena Vista Circle Carlsbad, CA 92008 Design Consultant Sam Wright (Wright Design) Project DcYoung Addition (07111) Dear John DcYoung, In accordance with the request of Mr Sam Wright (Wright Design), we have compared the root training plan, prepared by our otfice, and the roof truss manufacturer's roof truss layout, prepared by Hanson Truss, Inc , for the above referenced project Specifically, we were asked to verify that the roof truss manufacturer's truss layout is in general conformance to the truss layout shown on our approved structural drawings Based on our review of the documents, we have determined that the roof truss manufacturer's truss layout generally conforms to the roof framing plan on the approved structural drawings prepared by our office We rcahxe that there may be some items of interest to you that have not been discussed in this letter Therefore, we encourage you to call with any additional questions you may have Respectfully submitted, David Thomas Structural Designer 335 15th Street San Diego, California 92101 Tel. (619) 531.0757 • Fax. (619) 531.0758 Ip^fGO Q. UJ u. I IU.IXO UJ* Ig»i,solI- <<J a UJ CM LU Q 00 ^ CM O ^§ O LU Q 3 d . \JJ O • ^— O 00 O ' r n^» — O