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Home My WebLink About2011 CORDOBA PL; ; CB060679; Permit04-04-2006 * V \ 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 CB060679 Building Inspection Request Line (760) 602-2725 2011 CORDOBA PL CBAD RESDNTL Sub Type 2072401100 Lot# $94 626 00 Construction Type Reference # 0 Structure Type 0 Bathrooms PETERSON RES=348 SF NEW LIVING 428 REMODEL RAD 0 VN Applicant SAM WRIGHT 2911 STATEST CARLSBAD CA 92008 Status Applied Entered By Plan Approved Issued Inspect Area Ong PC# Plan Check* PENDING 03/10/2006 LSM Owner PETERSON HENRY L&JUDY K 2011 CORDOBA PL CARLSBAD CA 92008 Building Permit Add I 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 #2 Fee BTD #3 Fee Renewal Fee Add I Renewal Fee Other Building Fee HMP Fee Pot Water Con Fee r Meter Size Add I Pot Water Con Fee Reel Water Con Fee $527 31 Meter Size $0 00 Add I Reel Water Con Fee ' $342 75 Meter Fee $0 00 SDCWA Fee $0 00 CFD Payoff Fee l $946 PFF (3105540) $0 00 PFF (4305540) $000 License Tax (3104193) $0 00 License Tax (4304193) $000 Traffic Impact Fee (3105541) $0 00 Traffic Impact Fee (4305541) $0 00 Sidewalk Fee $0 00 PLUMBING TOTAL s $000 ELECTRICAL TOTAL $000 MECHANICAL TOTAL t $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 $6200 $2000 $2400 $000 $000 $000 $000 $000 $000 $985 52 Total Fees $985 52 Total Payments To Date $985 52 Balance Due $000 BUILDING PI ANS STORAGE AT1ACH1D Inspector fOVAL 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 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 fees/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 PERMIT APPLICATION( » CITY OF CARLSBAD BUILDING DEPARTMENT 1635 Faraday Ave Carlsbad CA 92008 (jJjWpROJECT INFORMATION ^L-uite 0606901-2 0025 03/10/2006 001 11 PLAN CHECK NO EST VAL Plan Ck Deposit r Validated By Date 1 C>^ Address (include Bldg/Suite #) I Co Business Name (at this address) oo Legal Description T op Lot No Subdivision Name/Number Unit No Phase No 1 otal # of units Assessor s Parcel # \ \ Existing Use Proposed Use Description of Work SQ FT #of Stories # of Bedrooms # c f Bathrooms 2 CONTACT PERSON (if different from applicant) •2.^ K Name " Address 3 APPllCANT iSQ Contractor Q Agent for^Contractor Downer City AgerrtTfor Owner State/Zip Telephone # Fax # Name 4 PROPERTY OWNER Address ^4Address City State/Zip Telephone # i°^f ^If Name City State/Zip Telephone # (Sec 7031 5 Business and Professions Code Any City or County which requires a permit to construct alter improve demolish or repair any structure prior to its issuance also requires the applicant for such permit to file a signed statement that he is licensed pursuant to the provisions of the Contractor s License Law [Chapter 9 commending with Section 7000 of Division 3 of the Business and Professions Code! or that he is exempt therefrom and the bast for the alleged exemption Any violation of Section 7031 5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars [$500]) Name Address State License # License Class City State/Zip Telephone # City Business License # Designer Name Address State License # City State/Zip Telephone COMPENSATION -' *P W * i Mt fc fc Workers Compensation Declaration I hereby affirm under penalty of perjury one of the following declarations |~1 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 f~| I have and will maintain workers compensation as required by Section 3700 of the Labor Code for the performance of the work for whic h this permit is issued My worker s compensation insurance carrier and policy number are Insurance Company Policy No Expiration Date (THIS SECTION NEED NOT BE COMPLETED IF THE PERMIT IS FOR ONE HUNDRED DOLLARS [$1001 OR LESS) |~| CERTIFICATE OF EXEMPTION I certify that in the performance of the work for which this permit is issued I shall not employ any person in any manner so as to become subject to the Workers Compensation Laws of California WARNING Failure to secure workers compensation coverage is unlawful and shall subject an employer to criminal penalties and civil fines up to one hundred thousand dollars ($100 000) in addition to the cost of compensation damages as provided for in Section 3706 of the Labor code interest and attorney s fees SIGNATURE DATE BUILDER DECLARATION ™ _ - 4m £ ^ J*?P I hereby affirm that I am exempt from the Contractor s License Law for the following reason Q 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 oi 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) EPI 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) n I am exempt under Section Business and Professions Code for this reason 1 Igersonally plan to provide the major labor and materials for construction of the proposed property improvement P] YES (~|NO 2 C I (liay^ / have not) signed an application for a building permit for the proposed work 3 I rua^a contracted with the following person (firm) to provide the proposed construction (include name / address / phone number / contractor license number)tracted<JJ i J 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 number / 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 / prone number / type of work) ,—. PROPERTY OWNER __ COMPLETE THIS SECTION FOR qpN RESIDENTIAL BUILDING PERMITS ONLY "*& / Is the applicant or future building occupant Vequired to submit a business plan acutely hazardous materials registration form or risk managemem and prevention program under Sections 25505 25533 or 25534 of the Presley Tanner Hazardous Substance Account Act? d YES Q NO Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district' l~l YES l~l NO Is the facility to be constructed within 1 000 feet of the outer boundary of a school site? l~l YES O NO IF ANY OF THE ANSWERS ARE YES A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED UNLESS THE APPLICANT HAS MET OR IS MEETING THE REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT I hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued (Sec 30970) Civil Code) LENDER S NAME LENDER S ADDRESS 9 AFpfiCANT CERTIFICATION ^ ~ I certify that I have read the application and state that the above information is correct and that the information on the plans is accurate I agree tc comply with all City ordinances and State laws relating to building construction I hereby authorize representatives of the City of Carlsbad to enter upon the above mentioned property for inspection purposes I ALSO AGREE TO SAVE INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES JUDGMENTS COSTS AND EXPENSES WHICH MAY IN ANY W/WAQCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT OSHA An OSHA permit is required for excavations^iver 5 0 jreep/md demolition or construction of structures over 3 stones in height EXPIRATION Every permit issued by the building Official u/raejjfne proVis/ons of this Code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced wjpn 180 days jmr\ the datt^f such permit or if the building or work authorized by such permit is suspended or abandoned at any time after the work is commenced f°f'%i%t>d °' )^^ys /SaclWu' 100 4 4 Uniform Building Code) APPLICANT S SIGNATURE ^ ile YELLOW Applicant PINK Finance Inspection List Permit# CB060679 Type RESDNTL RAD Date Inspection Item 01/31/2007 89 01/31/2007 89 08/21/2006 27 08/21/2006 82 08/17/2006 17 08/17/2006 18 08/10/2006 16 08/07/2006 15 08/07/2006 84 06/06/2006 13 06/06/2006 14 06/06/2006 18 06/06/2006 21 06/06/2006 24 06/06/2006 34 06/06/2006 44 04/25/2006 14 04/25/2006 15 04/07/2006 1 1 04/07/2006 12 Final Combo Final Combo Shower Pan/Roman Tubs Drywall/Ext Lath/Gas Test Interior Lath/Drywall Exterior Lath/Drywall Insulation Roof/Reroof Rough Combo Shear Panels/HDs Frame/Steel/Bolting/Weldin Exterior Lath/Drywall Underground/Under Floor Rough/Topout Rough Electric Rough/Ducts/Dampers Frame/Steel/Bolting/Weldin Roof/Reroof Ftg/Foundation/Piers Steel/Bond Beam Inspector Act JM JM JM JM JM JM PY PY PY PY PY PY PY PY PY JM JM JM JM Fl Rl AP AP CO CO AP AP AP AP NR NR_ AP AP NR NR CO CO AP we PETERSON RES=348 SF NEW LIVING 428 REMODEL Comments EARLY AFTERNOON PLEASE DRYWALL NOT COMPLETE NEED APPROVED TRUSS OK TO POUR (3) SLABS Thursday February 01 2007 Page 1 of 1 City of Carlsbad Bldg Inspection Request For 01/31/2007 Permit* CB060679 Title PETERSON RES=348 SF NEW LIVING Description 428 REMODEL Inspector Assignment JM Sub Type RAD 2011 CORDOBA PL Lot Type RESDNTL Job Address Suite Location OWNER PETERSON HENRY L&JUDY K Owner PETERSON HENRY L&JUDY K Remarks EARLY AFTERNOON PLEASE Phone 6199812404 Inspector Total Time Requested By RICHARD CD 19 29 39 49 Description Final Structural Final Plumbing Final Electrical Final Mechanical Entered By CHRISTINE Act Comment 6:i _JL-> / / / / I Comments/Notices/Holds Associated PCRs/CVs Original PC# PCR06093 ISSUED PETERSON RES DEFERRED TRUSS SUBITTAL Inspection History Comments DRYWALL NOT COMPLETE Date 08/21/2006 08/21/2006 08/17/2006 08/17/2006 08/10/2006 08/07/2006 08/07/2006 06/06/2006 06/06/2006 06/06/2006 06/06/2006 06/06/2006 06/06/2006 Description 27 Shower Pan/Roman Tubs 82 Drywall/Ext Lath/Gas Test 17 Interior Lath/Drywall 18 Exterior Lath/Drywall 16 Insulation 15 Roof/Reroof 84 Rough Combo 13 Shear Panels/HDs 14 Frame/Steel/Bolting/Welding 18 Exterior Lath/Drywall 21 Underground/Under Floor 24 Rough/Topout 34 Rough Electric Act AP AP CO CO AP AP AP AP NR NR AP AP NR Insp JM JM JM JM JM PY PY PY PY PY PY PY PY 01/25/2007 11 02 7G04347928 I SUN STRUCTURALENGINF PAGE 02/02 7I5( 1? IFDfFR W/ 3/4 12 IQNf Afl O1G OCCONT T & B #4 @ 12 0 C E W #4 ® 1Z 0 C 1 1/Z LK.HT WEIGHT CONCRETE PLYWOOD PER FLOOR DIAPHRAGM #3 NOSING BAR TYP PA35 # 46 0 C NAft. TO THE BUILT Ur SOLID WOOD WTKJN zmo i j 9 is oc W NGER #5 CONT T & B — ft DOWELS tl 16 ?S1? NAILFR EAfVI OF ? 10 » f A3S I*/ 1- ISd 12 OC 10 2X1D 3 C M U SOLID GROUTtO (fm "1500 P<il) SPECIAL INSP REOD 2 SHAPED IILLER «/ 1Sd 0 4 OC TO X10 ABOVE PROVIDE TFMP 9HQRWG Fffl? THE WALL PRIOR TO BACKFILLING REMOVE SHORINf AFTER THE SLAB AND THE RQOR IIWTWAEPWATFR PROQTING PER ARCH li? CMU 'saift (SRQUTED (fm-TW SPECIAL INSP RCOD #608 ac VERTICAL CONC SLAB MIN 4 THICK (»// ,j(4 A ]8 0 C EA WAY PLACFfl AT SLAB MID THtCKNE S ORAIMAGC PER OILS SEPORif) SLAB UNDERLAWENT PER ^OIL 8 REPORT 05 9 IB OC, EA WAY IflP AND BOTTOM DOWELS « 15 Or w EsGil Corporation In (Partnership with government for (Buifding Safety DATE March 21, 2006 a APPLICANT a JURIS JURISDICTION Carlsbad a PLAN REVIEWER a FILE PLAN CHECK NO 06 679 SET I PROJECT ADDRESS 2011 Cordoba PI PROJECT NAME Peterson Residence Addition and Remodel 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 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 Plans and o3te4attQUS shall be signed and sealed by the California state licensed engineer responsible for their preparation Specify expiration date of license By Bill Bhzarraras Enclosures Esgil Corporation D GA P MB D EJ D PC 3/14/06 trnsmtldot 9320 Chesapeake Drive Suite 208 * San Diego California 92123 + (858)560 1468 4 Fax (858) 560 1576 Carlsbad O6 679 Marcri 21, 2006 PLAN REVIEW CORRECTION LIST SINGLE FAMILY DWELLINGS AND DUPLEXES PLAN CHECK NO O6 679 PROJECT ADDRESS 2011 Cordoba PI JURISDICTION Carlsbad FLOOR AREA 348 sq ft Dwelling Add n STORIES 1 428 sq ft Remodel HEIGHT 16 REMARKS DATE PLANS RECEIVED BY JURISDICTION DATE INITIAL PLAN REVIEW COMPLETED March 21, 2006 DATE PLANS RECEIVED BY ESGIL CORPORATION 3/14/06 PLAN REVIEWER Bill Ehzarraras 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 06 679 March 21, 2006 VALUATION AND PLAN CHECK FEE JURISDICTION Carlsbad PREPARED BY Bill Ehzarraras BUILDING ADDRESS 2011 Cordoba PI BUILDING OCCUPANCY R3/U1 PLAN CHECK NO 06 679 DATE March 21, 2006 TYPE OF CONSTRUCTION VN BUILDING PORTION Dwelling Add n Remodel Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code AREA (Sq Ft) 348 428 cb Valuation Multiplier 121 94 121 94 By Ordinance Reg Mod VALUE ($) 42435 52 190 94,625 Bldg Permit Fee by Ordinance Plan Check Fee by Ordinance Type of Review I Repetitive Fee Repeats Complete Review D Other •—1 Hourly Structural Only Hour Esgil Plan Review Fee $51831 $336 90 $290 25 Comments Sheet 1 of 1 macvalue doc City of Carlsbad PubI KC3 Wprksr :±'•- Engi ri ee ri n g BUILDING PLANCHECK CHECKLIST DATE BUILDING'AbDRESS _ PROJECT DESCRIPTION ASSESSOR S PARCEL NUMBER ^3,97- 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 aate 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 LJ 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 By By By Date Date Date 7_ By FOR OFFICIAL USE ONLY 1NEERING AUTHORIZATION TO ISSUE BUILDING PERMIT Date ATTACHMENTS Dedication Application Dedication Checklist LJ Improvement Application |_ improvement Checklist II! Neighborhood Impiovement Agreement [I! Grading Permit Application Grading Submitted Checklist ^ Right of Way Permit Application !~] Right of Way Permit Submittal Checklist and Information Sheet ENGINEERING PERT CONTACT PERSON Name KATHLEEN M FARMER City of Carlsbad Address 1635 Faraday Avenue Carlsbad CA 92008 Phone ~ ,(760) 602 2741 CFD INFORMATION Parcel Map No Lots Recordation Carlsbad Tract CA 92O08 7314 - (760) 6O2 272O • FAX (760) BUILDING PLANCHECK CHECKLIST iST D n SITE PLAN e a fully dimensioned site plan drawn to scale Show Arrow ™jtmg & Proposed Structu,- xistincj-Sfreet Improvements Progeny Lines (show all dimensions) I asements J 2 Show on site plan Way Width & Adjacent Streets 'eway widths Existing or proposed sewer lateral Existing or proposed water ser/ice 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 offi< e f \f rm M ltiy\MASTERSvB Id g PI heck OKI t F m (G ) d BUILDING PLANCHECK CHECKLIST ST1 D ND2 D •>RD DISCRETIONARY APPROVAL COMPLIANCE 4a Project does not comply with the following Engineering Conditions of approval for Project No D 4b All conditions are in compliance Date DEDICATION REQUIREMENTS CD 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 V* 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 1840040 Public improvements required as^feHows-^ 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 F \F mi rtKATHY\MASTERS\B iM g PI cH ok Cklst F rm (G nc) d BUILDING PLANCHECK CHECKLIST ,ST ND2 D RD3 D 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 $ 400 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 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 D 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 ) F \F rtn rtKATHY\MASTERS\B Id g PI cli ck Cklsl F mi (6 tfc) doc ,ST D 2 D ND 3RD D D n n n 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 n n n 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 D D n n n 10a Storm Water Requirements Applicability Checklist Completed 10b Priority Determination and compliance D Priority Project D Subject to Standard Permanent Storm Water BMP s D Exempt 11 fees are attached fees required WATER METER REVIEW 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 • AH single family dwelling units received standard 1 service with 5/8 service F\F nrwr\KATH1rtMASTERS\B US g PI di <* Cklst F mi (G rtc)d BUILDING PLANCHECK CHECKLIST iST ,ND -,RD D D • If 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 • If a developer is proposing a meter greater than 2 suggest the installation of multiple 2 services as needed to provide the anticipated demand (manifolds are considered on case by case bacis to limit multiple trenching into the street) 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 Pie ase follow these guidelines 1 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 The irrigation service should look like STA 1+00 Install 2 service and 5 meter (estimated 100 gpm) 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-pomt of connection-4£OC) -~~ _ — • 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 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 MF m rtK thy\MASTERS\B Id g PI ncheck Okl t F rm (Q V BUILDING PLANCHECK CHECKLIST ..ST pND gRD service boundary the City intends on switching these irrigation services/meters to a new recycled water line in the future 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 F \F m AK lhy\MASTERS\B d g PI noheck Ckl I F m (G } d ENGINEERING DEPARTMENT FEE CALCULATION WORKSHEET D Estimate based on unconfirmed information from applicant D 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 EDU s _ Types of Use Sq Ft /Units EDU s _ APT CALCULATIONS List types and square footages for all uses Types of Use Sq Ft /Units ADT s _ Types of Use Sq Ft /Units 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 PARK AREA & # FEE/UNIT X NO UNITS = $. D 2 TRAFFIC IMPACT FEE ADT s/UNITS X FEE/ADT = $ D 3 BRIDGE AND THOROUGHFARE FEE (DIST #1 DIST #2 DIST #3 } ADT s/UNITS X FEE/ADT = $ D 4 FACILITIES MANAGEMENT FEE ZONE UNIT/SO FT X FEE/SO FT /UNIT = $ D 5 SEWER FEE EDU s X FEE/EDU ______ = $ BENEFIT AREA EDU s X FEE/EDU = $ D 6 SEWER LATERAL ($2 500) =$ D 7 DRAINAGE FEES PLDA HIGH /LOW ACRES -==X1irFEE/AC "13mi_ZZ__ „ ~ = $ D 8 POTABLE WATER FEES UNITS CODE CONNECTION FEE METER FEE SDCWA FEE IRRIGATION I of 2 " WnH, h RPV 7(14/00 \03DD X PLANNING DEPARTMENT BUILDING PLAN CHECK REVIEW CHECKLIST Plan Check No CB 0^7 Planner Erin Endres Address . Phone(760)602 46<>5 -2-4-DAPN Type of Project & Use Zoning fe_- I General Plan CFD (in/out) #_Date of participation OD Net Project Density.DU/AC . Facilities Management Zone Remaining net dev acres. Circle One (For non-residential development Type of land used crealed by this permit ) Legend ^ Item Complete G Item Incomplete Needs your action Environmental Review Required YES NO J^_ TYPE DATE OF COMPLETION Compliance with conditions of approval7 If not state conditions which require action Conditions of Approval Discretionary Action Required APPROVAL/RESO NO PROJECT NO YES DATE NO TYPE OTHER RELATED CASES Compliance with conditions or approval? If not state conditions which require action Conditions of Approval NO_ NO Q Coastal Zone Assessment/Compliance Project site located in Coastal Zone? YES CA Coastal Commission Authority? YES If California Coastal Commission Authority Contact them at - 7575 Metropolitan Drive Suite 103 San Diego CA 921084402 (619)767-2370 ^_ Determine status (Coastal Permit Required or Exempt) C<, Coastal Permit Determination Form already completed? YES_ NO^ If NO complete Coastal Permit Determination Form now Coastal Permit Determination Log # ^e^-^-c^c k i/™\'- "ODD\ Follow Up Actions 1) Stamp Building Plans as Exempt or Coastal Permit Required (at minimum Floor Plans) 2) Complete Coastal Permit Determination Log as needed Inclusionary Housing Fee required YES NO \ (Effective date of Inclusionary Housing Ordinance May 21 f&93) Data Entry Completed? YES.NO (A/P/Ds Activity Maintenance enter CB# toolbar Screens Housing Fees Construct Housing Y/N Enter Fee UPDATE") H \ADMIN\COUNTER\BldgPlnchkRevChklst Rev 9/01 n n Site Plan 1 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) 2 Provide legal description of property and assessor s parcel number Xpn :n n "son DD Policy 44 - Neighborhood Architectural Design Guidelines 1 Applicability YES NO \ 2 Project complies YES NO_ Zoning 1 Setbacks Front Interior Side Street Side Rear Top of slope 2 Accessory structure setbacks Front Interior Side Street Side Rear Structure separation 3 Lot Coverage 4 Height Required Required Required Required Required ;ks Required Required Required Required Required Required — ^ Required ^•'Ls ^& Shown ^-^ •>? ' Shown \ '2-' [ Of Shown -2-s-' (j? ' Shown (js, ' Lf> ' Shown Shown Shown Shown Shown Shown •l-£Of» Shown "5 1 ~l"}~)*L L/ 1" Shown Z-^~~ (^ D D 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 DATE H \ADMIN\COUNTER\BldgPlnchkRevChklst Rev 9/01 MIKE SURPRENANT & ASSOCIATES Consulting Structural Engineers STRUCTURAL CALCULATIONS Project Peterson Addition 2011 Cordoba Drive Carlsbad, California 92008 Prepared for Samuel B Wright Wright Design 2911 State Street Carlsbad California 92008 Project No 06022 Date March 3,2006 335 15th Street San Diego Cahforma 92101 Tel (619)5310 JOB MIKE SURPREN ANT & ASSOCIATES Consultmg Structural Engineers TABLE OF CONTENTS 1 PROJECT SCOPE 2 DESIGN CRITERIA SUMMARY 3 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 L SHEAR WALL DESIGN n. CANDLE VERED STEEL COLUMN ELEMENTS m STEEL MOMENT FRAMES D REDUNDANCY FACTOR VERIFICATION 6 FOUNDATION DESIGN A CONTINUOUS FOOTINGS B SPREAD FOOTINGS C RETAINING WALLS D SPECIAL SYSTEMS L GRADE BEAMS H. DEEPENED PIERS 7 SCHEDULES A SHEARWALL SCHEDULE B HOLD DOWN SCHEDULE C SIMPSON STRONGWALL SCHEDULE D SPREAD FOOTING SCHEDULE PAGE 2- Jl (TOOUCT20T JobMike Surprenant & Associates Sheet No Consulting Structural Engineers Calculated by Date. Checked b} Date . Scale PROJECT SCOPE a Provide vertical & lateral load calculations for a proposed approximate 348 sq ft (total) one story addition to an existing 2 032 sq ft one story single family residence with an existing 468 sq ft attached garage at 2011 Cordoba Drive Carlsbad California Residence to be constructed utilizing primarily wood frame construction New and existing roof framing to consist of pre fabricated wood trusses to be designed by other and the new and existing foundation system to consist of a concrete slab on grade with deepened perimeter footings A soils report was not provided for this project Therefore the foundation design will be based on the minimum soil 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 & Mrs Henry and Judy Peterson and their design consultants (Sam Wright) 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.fiM" MIKE SURPRENANT & ASSOCIAinES Consulting Structural Engineers SHEET NO . CALCULATED BY_ CHECKED BY SCALE DATE. DATE. DESIGN CRITERIA SUMMARY GOVERNING CODE CONCRETE MASONRY MORTAR GROUT REINFORCING STEEL STRUCTURAL STEEL WELDING SAWN LUMBER MOISTS MICROLLAMS/ PARALLAMS/ TIMBERSTRAND GLULAMS SOIL 2001 C B C f c = 2500 PSI NO SPECIAL INSPECTION REQ D (U N O ) ASTM C90 f m = 1 500 PSI NO SPECIAL INSPECTION REQ D (U N O ) ASTM C270 f c = 1800 PSI TYPE S ASTMC476 fc = 2000PSI ASTM A61 5 Fy = 40 KSI FOR #3 AND SMALLER ASTM A615 Fy = 60 KSI FOR #4 AND LARGER (UNO) ASTMA992 Fy =50 KSI (ALL W SHAPES ONLY) ASTMA36 Fy = 36 KSI (STRUCTURAL PLATES ANGLES CHANNELS) ASTMA500 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 TrusJoist MacMillan ICBO PFC 4354 (TJI & TJI/PRO MEMBERS) TnisJoist MacMillan ICBO PFC 4354 (LVL/PSL/LSL MEMBERS) DOUGLAS FIR OR DOUGLAS FIR/HEM GRADE 24F V4 (SIMPLE SPANS) GRADE 24F-V8 (CANTILEVERS) (wfEXISSTING NATURAL SOIL VALUES PER UBC TABLE 18 t A SOIL CLASSIFICATION %t> r-| 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 ^ ™ frn^ ^W^^^^ MIKE SURPRENANT V>,\J \ ~^5 o * CP/-W— T ATTC RHFFTNOIf V II & AdoCX-.lAJ.iU> rn \^y^. Consulting Structural Engineers CALCIULATFO BY CHFCKED BY ST-AIF DESIGN LOADS MATERIAL ROOF SLOPE DEAD LOAD ROOFING MATERIAL SHEATHING RAFTERS/C J (or) TRUSSES INSULATION DRYWALL OTHER (ELEC MECH MISC) TOTAL DEAD LOAD LIVE LOAD TOTAL LOAD FLOOR //A MATERIAL DEAD LOAD / FLOORING FINISH LT WEIGHT CONCRETE ( in) SHEATHING JOISTS DRYWALL OTHER (ELEC MECH MISC) TOTAL DEAD LOAD LIVE LOAD TOTAL LOAD EXTERIOR WALL FINISH STUDS DRYWALL INSULATION EXTERIOR FINISH OTHER TOTAL LOAD INTERIOR WALL STUDS DRYWALL OTHER TOTAL LOAD 1 ~fr DATF_ DATE .CASE1 - CASED AtyiAlf yHiMAsr £V,)«- ?¥'/»- $'° PSF 5» PSF 15 15 40 40 15 15 25 25 05 05 IT 0 PSF IT 0 PSF l^o 0 PSF /fe 0 PSF ^ 0 PSF <}( 0 PSF FLOOR EWECK PSF -~ PSF 20 20 35 3 > 25 2 » 30 30 "~~ 0 PSF — 0 PSF ~~ 0 PSF 0 PSF ~~ 0 PSF *" tt PSF 'TTUCto 10 PSF 10 PSF 25 25 15 15 fe o o 10 10 fy 0 PSF 0 PSF 10 PSF 50 10 ^ -Q PSF MIKESURPRENANT & ASSOCIATES Consulting Structural Engineers JOB.tot7^ SHEET NO._£-«J2l CALCULATED BY- CHECKED BY SCALE DATE. DATE, HORIZONTAL MEMBER DESIGN LEVEL AO?^ MEMBERS VEfMCS LABEL. M-( SPAN= (j*O FT B^UNBFORM LOAD - v LJ CUSTOM LOADING (SEE DIAORAM) J" 1=l/}/(vfM fol* (-&\ i/T p _ P, = R.S (l^' H» VMAX = " Ibs MMAX~ YW^^ ft ll)s USE W(P GRADE WW^ C ALT GRADE C LABEL SPAN= FT D UNIFORM LOAD D POINT LOAD (CENTERED) "i- y Pi = Ri = Jbs VMAX = Ibs MMAX= ftlbs USE. GRADE C ALT GRADE C LABEL SPAN= FT D UNIFORM LOAD D POINT LOAD (CENTERED) W2 = Pi = R, = Ibs VMAX= Ibs MMAX= ft Ibs USE GRADE C ALT GRADE C f A S f R»= <JVf ibs E = Hf&® *® IRKOD = *~ in* s Rn = Ibs E = ksi IBEO*D = in4 I / RB= Ibs E = ksi IBEQD = in4 PRODUCT 207 MIKE SURPRENANT & ASSOCIATES Consulting Structural Engineers SHEET NO. CALCULATED SY_ CHECKED BY SCALE DATE. DATE. LATERAL ANALYSIS / DESIGN (SEISMIC / WIND LOADS) AREA . Seismic F&> (Governs) IA (ASD) Seismic Zone V Z = _JO_ Soil Profile = 4?P N.= /O Wind P Method ^ "C, = /)^° ft Exposure B? Basic Wind Speed ?0 mph Q=._, UBC Table 16-G _, UBC Table 16-H 1=10 (Standard Occepancy) W, = Total Seismip Dead Load BASE SHEAR V« fl/T^W. (ASD Load) (Assume p = 1.0, Venfieafaon to Follow) Iw= 10(Noa Essential Facility) P = C, dq, I=__^/k_ prf Exterior Wall Weight= /IInterior Wall Weight = Af1 LBS Total Weight (Tributary to Diaphragm) • . FLOOR WEIGHT Diaphragm=. Exterior WaD Wagbt = Interior Wall Weight = Total Weight (Tributary to Diaphragm) =. .FLOOR WEIGHT Diapfaragm= _LBS _LBS _LBS _LBS .LBS .LBS Exterior Wall Weight Interior Wall Weight = Total Weight (Tnbutary to Diaphragm) = . TOTAL DEAD LOAD, Wt = _ LBS *— LBS ' LBS BASE SHEAR. V= Q ft*? Wt UNIT SHEAR, Y = V / Area (Applies to single level structures only) -. LBS '"^fffipfear* MIKE SURPRENANT |T \T & ASSOCIATES rn \^^-, Consulting Structural Engineers SHEAR / Story Shearwalls //"$ Gndune / fi\ \f \ Tnbutarv Area (This Level) ( A, )( ./ "b T ) Lateral Load (This Level) v Lateral Load (Level Above) ShearwalKs) Length L = Unit Wall Shear v = R/L = ^ plf Shearwall Tvpe \ ft Overturning L = ft Uplift = Holdown Anchor Type i — i Gridline Z- /Jj N/-. \ Tnbutarv Area (This Level) ( 'V{ PT /~ Lateral Load (This Level) Lateral Load (Level Above) ShearwalKs) Length, L Unit Wall Shear v = R/L = ff ptf Shearwall Type <TTp Overturmng L = ft Uplift = Holdown Anchor Type i — i Gndline H Y /^i y _ , Tnbutary Area (This Level) V "1 WL| TOy > Lateral Load (This Level) Lateral Load (Level Above) ShearwalKs) Length L Unit Wall Shear v = K/L = 6? plf Shearwall Tvpe {Tp Overturning L = ft Uohft = « (&&& 3- /?~RHpFTNn 7 OF f 1 OAin'WATPnnv CMkTP OHf-f'KPn HV DATE fiTAIF WALL DESIGN Direction Unit Lateral Load, v = %0 fc psf kfr sq ft 2?-/ Lbs •" Lbs Total Load (All Levels) F,= *Z?/ Lbs 6 * ft * Okav by Inspection Lbs 6?- «, ft. «?-/ r,hs - Lbs Total Load (All Levels) F,= 7?y Lbs Y^ ft CjtfT )J Okav by Inspection Lbs $T sq ft$1 r Lhs " Lbs Total Load (All Levels) F, = V( T Lbs ^-t> ft /-TM- 1 •^Okay by Inspection Lbs Holdown Anchor Type i — i PROOUCT207 MIKESURPRENANT & ASSOCIATES Consulting Structural Engineers JOB. SHEET NO. CAUXIUTH) BY- CHECKED BY SCALE DATE. XL Story Shearwalls Gndline. Tributary Area (This Level) Lateral Load (This Level) _ Lateral Load (Level Above) ShcarwaU(s) Length, L Unit Wall Shear v = ShearwallType Overturning Uplift: L = Holdown Anchor Type Gndhae K Tributary Area (This Level) Lateral Load (This Level) _ Lateral Load (Level Above) Shearwall(s) Length L Unit Wall Shear, v = ShearwallType Overturninguplift =L_UC! Holdown Anchor Type :"W Direction Unit Lateral Load Total Load (AU Levels) F,=. .sq ft. .Ubs •" _Lbs I'M Lbs flp fofl % ///tev LtofLlL* Lbs Total Load (AU Levels) . Okay by Inspection Lbs Lbs Lbs Lbs Grfaffiae Tnbutary Area (This Level) Lateral Load (This Level) _ Lateral Load (Level Above) Shearwall(s) Length L Umt Wall Shear v = Fx/L = ShearwallType L = Uplift^ Holdown Anchor Type Total Load (All Levels) Fx= _ft- plf ft.. Okay by Inspection Lbs D sq ft. .Lbs Lbs Lbs MIKE SURPRENANT & ASSOCIATES Consulting Structural Engineers J09_ SHEETNO CALCULATED BY CHECKED BY SCALE OF DATE DATE REDUNDANCY FACTOR CALCULATION (UBC 1630 1 1) FLEXIBLE DIAPHRAGM WITH WOOD STRUCTURAL PANEL SHEARWALLS Vmax = (50ft Lbs (Total lateral load at Gndhne rr ) Iw = 7«^ ft (Total Sum of Lengths of Shearwalls at Gndline) AB = Lbs (Story Shear) sqft (Ground Floor Area of Structure) CALCULATIONS rmax "•"(m (W) max p = SIS JJL OKAY ^JAa^fr MIKE SURPRENANT JlTXTt & ASSOCIATES rn V=v.. Consulting Structural Engineers " — .*_i_ J V 1 fiMPCTNn r.Air.ui ATPDBV rMFOOTtnv STAIE /o o, /?- RATE DATE FOUNDATION DESIGN ALLOWABLE APPLIED LOADS Allowable Soil Bearing Pressure (ASBP) = CONTINUOUS FOOTINGS psf (Per Design Criteria) |wn ^ MARK CF 1 Ftg Width(b)= /O ft. = ASBP (b) = Depth of Ftg (h)= />°ft WIDEx /2^ DEEP TOP & BOTTOM MARK CF 2 Ftg Width fbl = ft Depth of Ftg (h) = WAI inw = ASBP (b) = (USE WIDEx DEEP WITH WMAV @ Gndhne 7 = ? / *^ plf WMAX @ Gndline = plf WMAX @ Gndline = plf WMAX @ Gndline = plf ft. Pif # TOP & BOTTOM USE CF- 1 USE CF- USE CF- USE CF- JOB MIKE SURPRENANT & ASSOCIATES Consulting Structural Engineers SHEET NO. CALCULATED BY_ CHECKED BY SCALE DATE. DATE. CONTINUOUS FOOTINGS - MAX POST LOADS • max 2h(ft) MARK CF-1 PMAX = ASBP(b)(2h) =_2000 h(ft) LBS MARK CF-2 PMAX = ASBP(b)(2h) =_JLBS 0 PROOUCT207 JOB. MIKE SURPRENANT & ASSOCIATES Consulting Structural Engineers SHEET NO.Jb-OFJt. CALCULATED BY_ CHECKED BY SCALE DATE. DATE. SPREAD FOOTINGS-MAX ALLOWABLE CONCENTRATED LOADS PMAX MARK P-l PMAX = ASBP(b)2 =LBS h(ft) USE 24" SQUARE x /£, DEEP WITH (2) # 4 EACH WAY @ BOTTOM MARK.P-2 PMAX =ASBP(b)2 =.&l%) LBS USE 30" SQUARE x fr, " DEEP WITH (3) # 4 EACH WAY @ BOTTOM MARK P-3 PMAX = ASBP(b)2 =LBS USE 36 SQUARE x DEEP WITH (4) # 4 EACH WAY @ BOTTOM MARK 4 PMAX =ASBP(b)2=.LBS | USE 42 SQUARE x ft^ DEEP WITH (5) # 4 EACH WAY PMAX =ASBP(b)2 =.LBS USE 48 SQUARE x /1/" DEEP WTTH (6) # 4 EACH WAY @ BOTTOM PRODUCT 207 MIKE SURPRENANT /aSHEETNO - L2~ of& ASSOCIATES Consulting Structural Engineers CALCULATED BY OATE. CHECKEDBY DATE- SCALE SCHEDULES MIKE SURPRENANT & ASSOCIATE Consulting Structural Engineers JOB SHEET NO. CALCULATED BY- CHECKED BY SCALE OATE- DATE. ® © 1! •*!XS ii I si r* 82 8 if :* S& tf § £9 E $ I !! 85 jjljlj I V. 2i i§11 2 ii 3 S 3 b £ « i c 6 3 x **- W lu •* 5 f*If li*1 hiiiii i III I 8 S i" Pli 1 n * 111 & s © ®®®@® 6® ©®®@© L MIKE SURPRENANT & ASSOCIATES Consulting Structural Engineers JOB. SHEET NO . CALCULATED BY_ CHECKED BY SCALE DATE. DATE. HOLD-DOWN SCHEDULE 4x POST W MSTC40 FLR-To-FLR HOLD-DOWN 4x POST W/ MSTC52 FLR-To-FLR WOLD-DOWN 4x POST W/ MSTC66 FLR-To-FLR HOLD-DOWN 4x POST W MSTC7& FLR-To-FLR HOLD-DOWN 4x POST W/ CMSTI4 FLR-To-FLR HOLD-DOWN (34* END LENGTH * (14) ltd TO EA POST) 4x POST W/ CMST12 FLR-To-FLR HOLD-DOWN f45" END LENSTH * (\00) I6d TO EA POST) 4x POST W/ STHDB HOLD-DOWN 4x POST W/ STHDIO HOLD-DOWN 4x POST W/ STHDI4 HOLD-DOWN 4x POST W/ PHD2 ON SSTBI6 AB 4x POST W/ PHD5 ON SSTB24 AB 4x POST W/ PHD6 ON SSTB28 AB 4x POST W/ PHD8 ON SSTB28 AB 4x POST W/ HD8A ON S5TB2& A B 4x POST W/ HDIOA ON SSTB28 A£ 4x POST W HDI4A ON SSTB34 AB N.OTES 0 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 CRJ; OPTION ON STHD HOLD-DOWNS FOR RAISED WOOD SUB-FLOOR CONDITION REV JAN 2001 PRODUCT 207 MIKE SURPRENANT & ASSOCIATES Co«sulttng Structural Engineers JOB dfot/V SHEET NO.ft CHECKED BY_ SCALE DATE. SIMPSON STRONGWALL REV SEP 2002 A SW6x1 4HD SUC2x8 4 N 5(1)18x9 B SUJIfexl 6HD SUC4x9 C SUJI&X84HD j SM8x8 R 5(1132x9 & SUM&xS SUJ22xl 4 SUJ32x8 SW24xl0 61U22xl M 51W0X8 U SUB2xl0 SIMPSON STRONQUAALL FOOTNOTES H-4CE AU- >»*£«» U&m A STRCt*5Um TB^ WR EXTBaOR APPLIC4TICNS USE 'SOT TYPE TEMPUTE8 FOR WIERWR APPLOTION6 USE -Sum TYPE T&1PUTES fORPWEL MRH APPL1CATICN5 USE SWP? TYPE TB1PUTE6 USE ALL PROVIDED HARDWARE FOR ANCHORAGE TO ROHDATICN. U6E PROVIDED SCR5US AND SHMflF PROVIDED; FOR CafCCTICN TO DBL TOP PLATE FOR6ARA(Z PORTALS COWECT 4XB rtW HEADER AT TOP OF 1U4U. (TO PROVIDED SCRBUS PROVIDED WT STRAP UTO ^10) l^dOJWC^ AND PAh©. EXTENSION IUTHKW(^^ o/c. f VtRTJ < 4 e/t f HORIZJ KO HOLES NOTO«5aJT6 OR OT«R110DIFICATION6 SHALL BE MADE TOTHE 6TRONQ«Wa N ANY CASE EXCEPT A5 PERMITTED BY SIMPSON STRONS-TE, WC AND ICBO REPORT -RF DENOTES RAISED FLOOR OPTION OF STRONaiWl. PLEASE MAKE NOTE OF THIS KMEN ORDERINS MATERIALS AIL RFra^&TRONOWLSSmU5EA&mCN'TI«>1/&l MOT SUPaiED) AT EACH MOLDOUN ANCHOR MIKE SUEPRENANT & ASSOCIATES Consulting Structural Engineers JOB. SHEET NO. CALCULATED BY_ CHECKED BY SCALE DATE. DATE. SPREAD FOOTING SCHEDULE SYMBOL <8> <8> <8> <O> SIZE AND REINFORCEMENT (t c. 2£00 pt\ < fy fe0k&D 24' 30' 36" 42' 48' SQUARE X #"" DEEP W/ (2) # 4 SQUARE X / V" DEEP W/ (3j * 4 SQUARE X/l^" DEEP W/ (4) * 4 SQUARE X/^"1 DEEP W ft) * 4 SQUARE X/TX-" DEEP W/ (6,) # 4 EACH WAY EACH WAY EACH WAY EACH WAY EACH WAY r I- 'LLJ •K. ' M SiSSM* H 07 28 2006 City of Carlsbad 1635 Faraday Av Carlsbad CA 92008 Plan Check Revision Permit No PCR06093 Building Inspection Request Line (760) 602 2725 Job Address Permit Type Parcel No Valuation Reference # Project Title 2011 CORDOBA PL CBAD PCR 2072401100 Lot# $0 00 Construction Type PETERSON RES DEFERRED TRUSS SUBITTAL 0 NEW Status Applied Entered By Plan Approved Issued Inspect Area ISSUED 06/07/2006 RMA 07/28/2006 07/28/2006 Applicant DICKBENDEL 6192983947 Owner PETERSON HENRY L&JUDY K 2011 CORDOBA PL CARLSBAD CA 92008 Plan Check Revision Fee Additional Fees $12000 $000 Total Fees $120 00 Total Payments To Date $12000 Balance Due $0 DO 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 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 fees/exactions of whinh you have previously been given a NOTICE similar to this, or as to which the statute of limitations has previously otherwise expired PERMIT APPLICATION CITY OF CARLSBAD BUILDING DEPARTMENT 1635 Faraday Ave Carlsbad CA 92008 PROJECT INFORMATION- M FOR OFFICE USE ONI Y PLAN CHECK NO EST VAL _ Plan Ck Deposit Validated/sBy^. Date / ZZ Address (include Bldg/Suite #)Business Name lat this address) Legal Description Lot No Subdivision Name/Number Unit No Phase No Total # of units Assessor s Parcel #Existing Use Proposed Use Description of Work 2 CONTACT PERSON (it different from applicant) SQ FT #of Stories # of Bedrooms # of Bathrooms Name Address 3 APPLICANT ™Q Contractor ^Q Agent for Contractor Q Owner Q Agent City ate/Zip elephone Name 4 ^PROPERTY OWNER Address City State/Zip Telephone # ^V Address City State/Zip Telephone #Name 5 CONTRACTOR COMPANY NAME %. „ *"*"" «? ^ r" s <* (Sec 7031 5 Business and Professions Code Any City or County which requires a permit to construct alter improve demolish or repair any structure prior to its issuance also requires the applicant for such permit to file a signed statement that he is licensed pursuant to the provisions of the Contractor s License Law [Chapter 9 commending with Section 7000 of Division 3 of the Business and Professions Code! or that he is exempt therefrom and the basis for the alleged exemption Any violation of Section 7031 5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars [$5001) Name State License # Address License Class City State/Zip City Business License # Telephone * Designer Name State License tt Address City State/Zip Telephone « WORKERS COMPENSATION „ "" „, Workers Compensation Declaration I hereby affirm under penalty of perjury one of the following declarations l~l 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 1~) I have and will maintain workers compensation as required by Section 3700 of the Labor Code for the performance of the work for which this permit is issued My worker s compensation insurance carrier and policy number are Insurance Company Policy No Expiration Date (THIS SECTION NEED NOT BE COMPLETED IF THE PERMIT IS FOR ONE HUNDRED DOLLARS [$100] OR LESS) 0 CERTIFICATE OF EXEMPTION I certify that in the performance of the work for which this permit is issued 1 shall not employ any person in any manner so as to become subject to the Workers Compensation Laws of California WARNING Failure to secure workers compensation coverage is unlawful and shall subject an employer to criminal penalties and civil fines up to one hundred thousand dollars ($100 000) in addition to the cost of compensation damages as provided for in Section 3706 of the Labor code interest and attorney s fees SIGNATURE DATE 7 f OWNER BUILDER DECLARATION , _ - __ -** \- 1 hereby affirm that I am exempt from the Contractor s License Law for the following reason O 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 01 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) CH I as owner of the property am exclusively contracting with licensed contractors to construct the project (Sec 7044 Business and Professions Code The Contractors License Law does not apply to an owner of property who builds or improves thereon and contracts for such projects with contr Jctor(s) licensed pursuant to the Contractor s License Law) 0 I am exempt 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 l~l YES [~1NO 2 I (have / have 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 number / contractor 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 number / 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 number / type of work) ___ PROPERTY OWNER SIGNATURE DATE COMPLETE tHIS SECTION FOR NON RESIDENTIAL BUILDING PERMITS ONLY * _ Is the applicant or future building occupant required to submit a business plan acutely hazardous materials registration form or risk management and prevention program under Sections 25505 25533 or 25534 of the Presley Tanner Hazardous Substance Account Act? Q YES Q NO Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? Q YES Q NO Is the facility to be constructed within 1 000 feet of the outer boundary of a school site? d YES Q NO IF ANY OF THE ANSWERS ARE YES A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED UNLESS THE APPLICANT HAS MET OR IS MEl TING THE REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT 8 CONSTRUCTION LENDING AGENCY ( __ I hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued (Sec 3097(0 Civil Code) LENDERJS NAME LENDER S ADDRESS 9 lV£PLTCANT CERTIFICATION * ~ *• « I certify that I have read the application and state that the above information is correct and that the information on the plans is accurate I agree to comply with all City ordinances and State laws relating to building construction I hereby authorize representatives of the City of Carlsbad to enter upon the above mentioned property for inspection purposes I ALSO AGREE TO SAVE INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES JUDGMENTS COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT OSHA An OSHA permit is required for excavations over 5 0 deep and demolition or construction of structures over 3 stories in height EXPIRATION Every permit issued by the building Official under the provisions of this Code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 180 days from the date of such permit or if the building or work authorized by such permit is suspended or abandoned at any time after the work is commenced for a period of 180 days (Section 106 4 4 Uniform Building Code) APPLICANT S SIGNATURE DATE WHITE File YELLOW Applicant PINK Finance 1635 Faraday Avenue Carlsbad CA 92008 Phone 760 602 2718/Fax 7606028558 FAX City of Carlsbad Building Department To Dick Bendel From Raenette Abbey Fax 619298-0550 Pages 2 Phone Date July 12 2006 Re CC Urgent | | Please Comment For Review Please Reply Comments Enclosed are ESGIL'S final corrections EsGil Corporation In (Partnership with government for (Budding Safety DATE tfmre5>fr5t 2006 a APPLICANT JURISDICTION Carlsbad a PLAN REVIEWER a FILE PLAN CHECK NO PCR06-093 (Orig 06-679) SETOlt- PROJECT ADDRESS 2011 Cordoba PROJECT NAME Deferred Truss Review for The Peterson Residence Addition 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 at Esgil Corporation until corrected plans are submitted for recheck The applicant s copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person The applicant s copy of the check list has been sent to Esgil Corporation staff did not advise the applicant that the plan check has been completed X Esgil Corporation staff did advise the applicant that the plan check has been completed Person contacted Sam Wright Telephone # Called to inquire Date contacted f^j (by ) Fax # Mai1 Telephone^ V Fax In Person 1X1REMARKSyl)W4x6 header must be shown on City Set II (over the bay window) on page S4) highlighted 2) Engineer of design to sign and stamp revised plans By Bill Ehzarraras Enclosures Esgil Corporation D GA D MB D EJ D PC LOG trnsmtldot 9320 Chesapeake Drive Suite 208 + San Diego California 92123 + (858)560 1468 4 Fax (858) 560 1576 EsGil Corporation In Partnership with government for <BmCiting Safety DATE June 15, 2006 aAP_EUCANT JURISDICTION Carlsbad a PLAN REVIEW a FILE PLAN CHECK NO PCR06-093 (Orig 06-679) SET I PROJECT ADDRESS 2011 Cordoba PROJECT NAME Deferred Truss Review for The Peterson Residence Addition 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 IX! 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 Dick Bender address not listed 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 Dick BenderuA*y Telephone* 619-298-3947 Date co4^9^AA (by fS) Fax # - Mail Telephone<^-xFax~^fn Person REMARKS By Bill Ehzarraras Esgil Corporation n GA n MB n E Enclosures n PC 6/7/06 trnsmtl dot 9320 Chesapeake Drive Suite 208 4 San Diego California 92123 + (858)560 1468 4 Fax (858) 560 J576 Carlsbad PCR06 093 (Ong O6-679) June 15, 2O06 PLAN REVIEW CORRECTION LIST SINGLE FAMILY DWELLINGS AND DUPLEXES PLAN CHECK NO PCR06 093 (Ong O6-679) JURISDICTION Carlsbad PROJECT ADDRESS 2011 Cordoba FLOOR AREA REMARKS Truss Review DATE PLANS RECEIVED BY JURISDICTION DATE INITIAL PLAN REVIEW COMPLETED June 15, 2006 STORIES HEIGHT DATE PLANS RECEIVED BY ESGIL CORPORATION 6/7/06 PLAN REVIEWER Bill Ehzarraras 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 slate 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 for 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 PCR06 093 (Orig O6 679) June 15, 2006 . PLANS 1 Please make all corrections on the original tracings as requested in the correction list Submit 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 C ity 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 2 The A Truss is not designed to span any distance this truss must be supported along the entire bottom cord (Spanning over the bay window) 3 The E girder truss (Family Room) must be designed to pickup the point load from the opposing Dutch gable (Girder) truss @ existing To speed up the review process note on this list (or a copy) where each correction item has been addressed le 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 Bill Ehzarraras at Esgil Corporation Thank you Carlsbad PCR06-O93 (Orig O6-679) June 15, 2006 VALUATION AND PLAN CHECK FEE JURISDICTION Carlsbad (Orig 06-679) PREPARED BY Bill Ehzarraras BUILDING ADDRESS 2011 Cordoba BUILDING OCCUPANCY R3/U1 PLAN CHECK NO PCR06-09 3 DATE June 15, 2006 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 $12000 Type of Review I Repetitive Fee Repeats D Complete Review D Other r-! 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V I RETERSON ADDITION 2011 CORDOBA DRIVE CARLSBAD CA 92008 SAMIgEL. e WRIOMT 2811 STATE ST CAFM-SBAD OALIP- 92OOB • § PH reo 7-ao reai • PAX reo rao re»* A MIKE STJRPRENANT & ASSOCIATES Corisulang Structural Engineers Mike Sofprenant & Associates Consulting Structural Engineers June 01,2006 Sam Wnght 291 i State St Carlsbad Ca 92008 Project Peterson Addition 2011 Cordoba Dnve Carlsbad CA 92008 Job No 06022 In accordance with your request we have compared the roof framing plan prepared b\ our office and the root truss manufacturer's roof truss layout (attached) prepaied by S D Truss Company, 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 trus!> 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 'Rerth Structural Designer 33515" Street ban Diego CA 92101 (619) 531 0757 Fax (619)531 0758