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Home My WebLink About2231 CORTE CICUTA; ; CB070207; Permit03-20-2007 City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 Residential Permit Permit No CB070207 Building Inspection Request Line (760) 602-2725 Job Address Permit Type Parcel No Valuation Occupancy Group # Dwelling Units Bedrooms Project Title 2231 CORTE CICUTA CBAD RESDNTL 2552624400 $11661400 0 0 Sub Type Lot# Construction Type Reference # Structure Type Bathrooms GILE RES 863 SF 2ND STORY ADDITION 228 SF REMODEL-A/C RAD 0 NEW Status Applied Entered By Plan Approved Issued Inspect Area Orig PC# Plan Check# ISSUED 01/24/2007 KG 03/20/2007 03/20/2007 Applicant STEFFIN ENTERPRISES Owner GILE CLINTON L&CHRISTINA M 1008 SAXONY ENCINITAS 92024 858-756-3680 2231 CORTE CICUTA CARLSBAD CA 92009 Building Permit Add'l Building Permit Fee Plan Check Add'l Plan Check Fee Plan Check Discount Strong Motion Fee Park in Lieu Fee Park Fee LFM Fee Bridge Fee Other Bridge Fee BTD #2 Fee BTD #3 Fee Renewal Fee Add'l Renewal Fee Other Building Fee HMP Fee Pot Water Con Fee Meter Size Add I Pot Water Con Fee Reel Water Con Fee $598 92 Meter Size $0 00 Add'l Reel Water Con Fee $389 30 Meter Fee $0 00 SDCWA Fee $0 00 CFD Payoff Fee $1166 PFF (3105540) $0 00 PFF (4305540) $0 00 License Tax (3104193) $0 00 License Tax (4304193) $0 00 Traffic Impact Fee (3105541) $0 00 Traffic Impact Fee (4305541) $0 00 Sidewalk Fee $0 00 PLUMBING TOTAL $0 00 ELECTRICAL TOTAL $0 00 MECHANICAL TOTAL $0 00 Housing Impact Fee $0 00 Housing InLieu Fee $0 00 Housing Credit Fee Master Drainage Fee $0 00 Sewer Fee $0 00 Additional Fees TOTAL PERMIT FEES $000 $000 $000 $000 $000 $000 $000 $000 $000 $000 $000 $5500 $3500 $3050 $000 $000 $000 $000 $000 $000 $1 12038 Total Fees $1,12038 Total Payments To Date $1,12038 Balance Due $000 BUILDING PLANS V IN STORAGE ATTACHED Inspector 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 FOR OFFICE USE ONLY PLAN CHECK NC)G(2)0700tO ~7 EST VAL _ Plan Ck Deposit Validated By Date Address (include Bldg/Suite #) I Business Name (at this address) State/Zip <£^ Telephone # Name 5 COMTRiCTORii: COMPANY NAME (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 [$500]) < '- cty State/Zip City Business License tt Telephone # Designer Name State License # Address City State/Zip Telephone Workers Compensation Declaration I hereby affirm under penalty of perjury one of the following declarations 0 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 ISf 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 ~£=^^7"^£-' '&&fa/& Policy No "Z^^^> — <£>~2^ Expiration Date (THIS SECTION NEED NOT BE COMPLETED IF THE PERMIT IS FOR ONE HUNDRED DOLLARS [$100] OR LESS) l~l 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 I WARNING Failure to secure workers compensation coverage is unlawful and shall subject an employer to criminal penalties and civil fines up to one hundred I / thousand dollars ($1pO>BOO)i in artdition^the/bost of coWiensation damages as provided for in Section 3706 of the Labor code ipterest and attorney s fees \[ SIGNATURE / (s£7&=* t'yCLj^tf^^ DATE ^7^" /^^ 111. o^KEK^mx!^^j^^<^C^^^'^^^f^ "-. j-^il::.. _:.. if'':: ' :.: . . '.'"• ' . _.. . i. ?' ¥ .. .^..ii! 1 hereby affirm that I am exempt from the Contractor s License Law for the following reason l~| I as owner of the property or my employees with wages as their sole compensation will do the work and the structure is not intended or offered for sale (Sec 7044 Business and Professions Code The Contractor s License Law does not apply to an owner of property who builds or improves thereon and who does such work himself or through his own employees provided that such improvements are not intended or offered for sale If however the building or improvement is sold within one year of completion the owner builder will have the burden of proving that he did not build or improve for the purpose of sale) n 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) l~1 | 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 d YES QNO 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 / contractors license number) 4 I plan to provide portions of the work but I have hired the following person to coordinate supervise and provide the major work (include name / address / phone 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 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? d YES D NO Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? [~1 YES f~l 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 MEETING THE REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT CijSilist^ -L^T' 77" ' '~:7T..,,,35:^?r"'l"r ...... '^SZTF^"?^'""':^*? y ....... ;;M7" ."''"•" -t~."' ™5fc *r- I hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued (Sec 3097(i) Civil Code) LENDER S NAME _ LENDER S ADDRESS 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 CitV 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 foLa perrad of/l8Q/8aurSectipn 106 4 4 Uniform Building Code) APPLICANT S SIGNATURE DATE ~~7 TE File YELLOW Applicant PINK Finance City of Carlsbad Bldg Inspection Request For 08/23/2007 Permit* CB070207 Title GILE RES 863 SF 2ND STORY Description ADDITION,228 SF REMODEL-A/C 2231 CORTECICUTA Lot 0 Type RESDNTL Sub Type RAD Job Address Suite Location OWNER GILE CLINTON L&CHRISTINA M Owner GILE CLINTON L&CHRISTINA M Remarks Inspector Assignment JM Phone 7608450304 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# Inspection History Date 08/21/2007 07/23/2007 07/23/2007 06/18/2007 06/18/2007 06/13/2007 06/13/2007 06/12/2007 06/11/2007 06/11/2007 06/04/2007 06/04/2007 06/01/2007 Description 89 18 27 17 18 16 24 14 14 34 13 18 13 Final Combo Exterior Lath/Drywall Shower Pan/Roman Tubs Interior Lath/Drywall Exterior Lath/Drywall Insulation Rough/Topout Frame/Steel/Bolting/Weldmg Frame/Steel/Bolting/Weldmg Rough Electric Shear Panels/HDs Exterior Lath/Drywall Shear Panels/HDs Act CO AP we AP AP AP AP AP AP CO AP we CO Insp JM MC MC PY PY JM JM JM JM JM JM JM JM Comments SEE CARD BATH #4 AT TLB LIST OK W/LIST TOP OUT LIST ON SITE City of Carlsbad Bldg Inspection Request For 04/25/2007 Permit* CB070207 Title GILE RES 863 SF 2ND STORY Description ADDITION,228 SF REMODEL-A/C Inspector Assignment JM Sub Type RAD 2231 CORTECICUTA Lot 0 Type RESDNTL Job Address Suite Location APPLICANT STEFFIN ENTERPRISES Owner GILE CLINTON L&CHRISTINA M Remarks Phone 7608450304 Inspect Total Time CD Description 11 Ftg/Foundation/Piers Act „ Comments Requested By NA Entered By CHRISTINE Comments/Notices/Holds Associated PCRs/CVs Original PC# Inspection History Date Description Act Insp Comments 04/24/2007 11 Ftg/Foundation/Piers PA JM (2) POST PADS City of Carlsbad Bldg Inspection Request For 04/24/2007 Permit# CB070207 Title GILE RES 863 SF 2ND STORY Description ADDITION,228 SF REMODEL-A/C Sub Type RAD 2231 CORTE CICUTA Lot 0 Type RESDNTL Job Address Suite Location APPLICANT STEFFIN ENTERPRISES Owner GILE CLINTON L&CHRISTINA M Remarks Inspector Assignment Xjl Phone 7608450304 Inspector Total Time CD Description 11 Ftg/Foundation/Piers Act Comments Requested By JEFF Entered By CHRISTINE Comments/Notices/Holds Associated PCRs/CVs Original PC# Inspection History Date Description Act Insp Comments Palos Verdes Engineering Corporation Consulting Structural Engineers 27520 Hawthorne Blvd.. Suite 250 • Rolling Hills Estates, CA 90274 Telephone (310) 541-5055 • Pax (310) 541-0321 JOB 2M-<T7.QQl SHEEFNO OF I CALCULATED BY Re. CHECKED BY_ SCALE DATE q.23 ( DATE Ftearar- 2/L3I CJOML OH CUT* PAD T/T'd 889C SOTOd £3 60 i00S-£2-ddb Palos Verdes Engineering Corporation Consulting Structural Engineers 6027-1 Pasco Dellcite • P O Box 2211 • Rancho Santa Pe, CA 92067 Telephone (858) 759-2434 • Fax (858) 759-8324 JOB <3QM SHEE1 NO OF I CALCULATED BY CHECKED BY SCALE DATE CA01***Oi •- FDTW i aspecruw THE. BOSTWC POOTMC5 AHE Oi<AM TD SwPP^T THE, PK<?ft««0 STEH 5/OH Peorscr T/T d b3Z86Si8S8 SI EsGil Corporation In Partnership with government for (Buififing Safety DATE March 16, 2007 JURISDICTION Carlsbad ^O-prATfREVIEWER a FILE PLAN CHECK NO 07-0207 SET III PROJECT ADDRESS 2231 Corte Cicuta PROJECT NAME SFD Addition and Remodel for the Gile 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 I | 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 ) [[l/Fax # Mail Telephone Fax In Person XI REMARKS according to the applicants response Mike Peterson will approve a letter from the Structural Engineer of record taking responsibility for the adequacy of the (E) PT slab, to accept the loads and construction of the new addition Instead of the original designer approval as requested in the correction # 8 The City to/verify and approved By Sergio Azuela Enclosures Esgil Corporation D GA D MB D EJ D PC 03/08 tmsmtldot EsGil Corporation In (Partnership with government for (BuiUing Safety DATE February 26, 2007 a APPLICANT JURISDICTION Carlsbad TTTtAhREVIEWER Q FILE PLAN CHECK NO 07-0207 SET II PROJECT ADDRESS 2231 Corte Cicuta PROJECT NAME SFD Addition and Remodel for the Gile 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 X] The check list transmitted herewith is for your information The plans are being held at Esgil Corporation until corrected plans are submitted for recheck I | 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 Dale Steffen P O Box 806, Rancho Santa Fe, CA 92067 Esgil Corporation staff did not advise the applicant that the plan check has been completed IXI Esgil Corporation staff did advise the applicant that the plan check has been completed Person contacted Dale Steffen Telephone # (858) 756-3680 Date contacted J/Jfc/W(b#^) Fax # (858)756-3081 Mail Telephone Fax|/ln Person REMARKS By Sergio Azuela Enclosures Esgil Corporation D GA D MB D EJ D PC 02/20 trnsmtldot 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858)560-1468 + Fax (858) 560-1576 Carlsbad O7-O2O7 February 26, 2007 RECHECK PLAN CORRECTION LIST JURISDICTION Carlsbad PROJECT ADDRESS 2231 Corte Cicuta DATE PLAN RECEIVED BY ESGIL CORPORATION 02/20 REVIEWED BY Sergio Azuela PLAN CHECK NO 07-0207 SET II DATE RECHECK COMPLETED February 26, 2007 FOREWORD (PLEASE READ) This plan review is limited to the technical requirements contained in the Uniform Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and disabled access This plan review is based on regulations enforced by the Building Department You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department or other departments The following items listed need clarification, modification or change All items must be satisfied before the plans will be in conformance with the cited codes and regulations Per Sec 106 4 3, 1997 Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law A To facilitate recheckmg, please identify, next to each item, the sheet of the plans upon which each correction on this sheet has been made and return this sheet with the revised plans B The following items have not been resolved from the previous plan reviews The original correction number has been given for your reference In case you did not keep a copy of the prior correction list, we have enclosed those pages containing the outstanding corrections Please contact me if you have any questions regarding these items C Please indicate here if any changes have been made to the plans that are not a result of corrections from this list If there are other changes, please briefly describe them and where they are located on the plans Have changes been made not resulting from this list? QYes GNo Carlsbad 07-O2O7 February 26, 2007 1 Please make all corrections, as requested in the correction list Submit three new complete sets of plans for commercial/industrial projects (two sets of plans for residential projects) For expeditious processing, corrected sets can be submitted in one of two ways 1 Deliver all corrected sets of plans and calculations/reports directly to the City of Carlsbad Building Department, 1635 Faraday Ave , Carlsbad, CA 92008, (760) 602-2700 The City will route the plans to EsGil Corporation and the Carlsbad Planning, Engineering and Fire Departments 2 Bring one corrected set of plans and calculations/reports to EsGil Corporation, 9320 Chesapeake Drive, Suite 208, San Diego, CA 92123, (858) 560-1468 Deliver all remaining sets of plans and calculations/reports directly to the City of Carlsbad Building Department for routing to their Planning, Engineering and Fire Departments NOTE Plans that are submitted directly to EsGil Corporation only will not be reviewed by the City Planning, Engineering and Fire Departments until review by EsGil Corporation is complete 4 Window area must be at least 1/10 of the floor area and a minimum of 10 square feet per Section 1203 3 Please clearly show it on plans for the proposed Hall/Study, at the second floor addition The applicant's response for this correction reads "OPEN TO BELOW ok BY MIKE PETERSON" The room below shall be clearly shown on plans to have enough window area for both the first floor rooms and also the new second floor room Original correction is still applicable 5 Openable window area in habitable rooms must be 1/20 of the floor area and a minimum of 5 square feet In bathrooms and water closet compartments, 1/20 of area is required and minimum is 1 5 sq ft Section 1203 3 Please clearly show it on plans for Hall/Study, adjacent to the second floor addition The applicant's response for this correction reads "OPEN TO BELOW ok BY MIKE PETERSON" The room below shall be clearly shown to have enough openable window area for both the first floor rooms and also the new second floor room Original correction is still applicable 7 Provide a copy of the project soil report prepared by a California licensed architect or civil engineer The report shall include foundation design recommendations based on the engineer's findings and shall comply with UBC Section 1804 a) According to CARLSBAD SPECIAL CODE REQUIREMENTS all new residential buildings, including additions, require a soils report An update letter is required if the report is more than 3 years old If a room addition is less than 1000 sq ft in area and only one story, then a soils report is not required • The applicant's response for this correction reads "SEE PAGE # 17 OF CALCULATIONS, 1000 PSF DESIGN ok BY CITY OF CARLSBAD MIKE PETERSON" SEE NEXT PAGE FOR ADDITIONAL REMAINING CORRECTIONS Carlsbad 07-02O7 February 26, 2OO7 8 Provide evidence from the original PT slab and foundation designer for the new shear walls, anchor bolts, and new foundations proposed Additional corrections may follow Section 106 3 3 The required evidence of approval "FROM THE PT ORIGINAL DESIGNER", was not provided Original correction is still applicable If you have any questions regarding these plan review items, please contact Sergio Azuela at Esgil Corporation Thank you EsGil Corporation In (Partnership with government for Quitting Safety DATE February 1, 2007 JURISDICTION Carlsbad / a PLAN REVIEWER a FILE PLAN CHECK NO O7-0207 SET I PROJECT ADDRESS 2231 Corte Cicuta PROJECT NAME SFD Addition and Remodel for the Gile 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 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 Dale Steffen P O Box 806, Rancho Santa Fe, CA 92067 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 Dale Steffen Telephone # (858) 756-3680 Date contacted fl/yO? (by $/} Fax # (858) 756-3081 Mail Telephone-*^ Faxx/ In Person REMARKS By Sergio Azuela Enclosures Esgil Corporation D GA D MB D EJ D PC 01/29 trnsmtldot 9320 Chesapeake Drive, Suite 208 4- San Diego, California 92123 + (858)560-1468 + Fax (858) 560-1576 Carlsbad O7-O2O7 February 1, 2007 GENERAL PLAN CORRECTION LIST JURISDICTION Carlsbad PROJECT ADDRESS 2231 Corte Cicuta DATE PLAN RECEIVED BY ESGIL CORPORATION 01/29 REVIEWED BY Sergio Azuela PLAN CHECK NO 07-0207 DATE REVIEW COMPLETED February 1, 2007 FOREWORD (PLEASE READ) This plan review is limited to the technical requirements contained in the Uniform Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and disabled access This plan review is based on regulations enforced by the Building Department You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department or other departments The following items listed need clarification, modification or change All items must be satisfied before the plans will be in conformance with the cited codes and regulations Per Sec 106 4 3, 1997 Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law • To facilitate recheckmg, please identify, next to each item, the sheet of the plans upon which each correction on this sheet has been made and return this sheet with the revised plans • Please indicate here if any changes have been made to the plans that are not a result of corrections from this list If there are other changes, please briefly describe them and where they are located on the plans Have changes been made not resulting from this list? Yes a No Carlsbad 07-0207 February 1, 2007 1 Please make all corrections, as requested in the correction list Submit three new complete sets of plans for commercial/industrial projects (two sets of plans for residential projects) For expeditious processing, corrected sets can be submitted in one of two ways 1 Deliver all corrected sets of plans and calculations/reports directly to the City of Carlsbad Building Department, 1635 Faraday Ave , Carlsbad, CA 92008, (760) 602-2700 The City will route the plans to EsGil Corporation and the Carlsbad Planning, Engineering and Fire Departments 2 Bring one corrected set of plans and calculations/reports to EsGil Corporation, 9320 Chesapeake Drive, Suite 208, San Diego, CA 92123, (858) 560-1468 Deliver all remaining sets of plans and calculations/reports directly to the City of Carlsbad Building Department for routing to their Planning, Engineering and Fire Departments NOTE Plans that are submitted directly to EsGil Corporation only will not be reviewed by the City Planning, Engineering and Fire Departments until review by EsGil Corporation is complete Please make all corrections and submit two new complete sets of prints, to Esgil Corporation, 9320 Chesapeake Drive, Suite 208, San Diego, California 92123, (858) 560-1468 2 On the cover sheet of the plans, specify any items requiring special inspection, in a format similar to that shown below Section 106 3 2 • REQUIRED SPECIAL INSPECTIONS In addition to the regular inspections, the following checked items will also require Special Inspection in accordance with Sec 1701 of the Uniform Building Code ITEM REQUIRED? REMARKS SOILS COMPLIANCE PRIOR TO FOUNDATION INSPECTION EXPANSION/EPOXY ANCHORS YES SHEET 7 OTHER 3 When special inspection is required, the architect or engineer of record shall prepare an inspection program which shall be submitted to the building official for approval prior to issuance of the building permit Please review Section 106 3 5 Please complete the attached form a) If special inspection is required, the designer shall complete the attached Special Inspection Notice 4 Window area must be at least 1/10 of the floor area and a minimum of 10 square feet per Section 1203 3 Please clearly show it on plans for the proposed Hall/Study, at the second floor addition 5 Openable window area in habitable rooms must be 1/20 of the floor area and a minimum of 5 square feet In bathrooms and water closet compartments, 1/20 of area is required and minimum is 1 5 sq ft Section 1203 3 Please clearly show it on plans for Hall/Study, adjacent to the second floor addition Carlsbad 07-0207 February 1, 2OO7 6 Guardrails (Section 509 1) a) Shall have a height of 36" Please clearly show it on plans for Hall/Study, adjacent to the second floor addition b) Also please provide complete construction detail 7 Provide a copy of the project soil report prepared by a California licensed architect or civil engineer The report shall include foundation design recommendations based on the engineer's findings and shall comply with UBC Section 1804 a) According to CARLSBAD SPECIAL CODE REQUIREMENTS all new residential buildings, including additions, require a soils report An update letter is required if the report is more than 3 years old If a room addition is less than 1000 sq ft in area and only one story, then a soils report is not required 8 Provide evidence from the original PT slab and foundation designer for the new shear walls, anchor bolts, and new foundations proposed Additional corrections may follow Section 10633 9 Please show the spacing of the 2X6's ceiling joists and roof rafters at the front side of the new proposed Rec Room Section 106 3 3 10 Please show in the calculations how the redundancy was determined, per Section 16301 1 11 Specify nail size and spacing for, floor and roof diaphragms Indicate required blocking Maintain maximum diaphragm dimension ratios Sections 2315 and 2513 12 Specify plywood and/or particle board thickness, grade and panel span rating Table 23-II-E-1 13 In Seismic Zone 4, aspect ratios are limited to 2 1 for wood shear panels Table 23-ll-G a) Please provide structural design calculations for shear walls including openings for all shear walls using detail 21/7 14 Show location of attic access with a minimum size of 22"x30", unless the maximum vertical headroom height in the attic is less than 30" Access must be provided to each separated attic area, shall be located in a hallway or other readily accessible location and 30" headroom clearance is required above the opening Section 1505 1 Please show it on plans at the new addition attic space 15 Show on the plan the amperage of the electrical service, the location of the service panel and the location of any sub-panels If service is over 200 amps, submit single line diagram, panel schedule and load calculations 16 Show water heater size (1st hour rating), type, and location on plans UPC, Section 501 0 17 Note on the plans that "Combustion air for fuel burning water heaters will be provided in accordance with UPC Section 507 and Table 5-1" Carlsbad 07-02O7 February 1, 20O7 18 Show T and P valve on water heater and show route of discharge line to exterior UPC, Section 608 5 19 In Seismic Zones 3 and 4, show that water heater is adequately braced to resist seismic forces Provide two straps (one strap at top 1/3 of the tank and one strap at bottom 1/3 of the tank) UPC, Section 510 5 20 Please clarify why? The energy calculations ignore the 218 SF of new Floor space at the Hall/Study Additional corrections may follow 21 « i w* t tr ^^ iv>i v>i y * »v-ix* i nv^ i 1^41 vsvxi i vxx^vi v^ i n-f i i i^x * i ^si i v^ ** Show on the plans compliance with the residential energy lighting requirements (Mandatory requirement) a) All rooms require any installed fixtures to be high efficacy or be controlled by a manually-on occupancy sensor or dimmer (Closets under 70 square feet are f\\ff\w\r\t\exempt) b) Outdoor lighting fixtures are required to be high efficacy or controlled by a combination photocontrol/motion sensor Note Generally a high efficacy style of fixture /s fluorescent complete with electronic ballasts Regular incandescent, quartz halogen and halogen MR lamps do not comply 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 Sergio Azuela at Esgil Corporation Thank you Carlsbad O7-O2O7 February 1, 2O07 City of Carlsbad Building Department BUILDING DEPARTMENT NOTICE OF REQUIREMENT FOR SPECIAL INSPECTION Do Not Remove From Plans Plan Check No O7-0207 Job Address or Legal Description 2231 Corte Cicuta 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 materials, structural changes, or any requests for plan changes The Special Inspector is required to submit written 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 all 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 O7-0207 February 1, 2OO7 SPECIAL INSPECTION PROGRAM ADDRESS OR LEGAL DESCRIPTION PLAN CHECK NUMBER OWNER'S NAME 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 inspector(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 I, as the 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 & Signature Here Signed 1 List of work requiring special inspection O Soils Compliance Prior to Foundation Inspection Q Field Welding D Structural Concrete Over 2500 PSI D High Strength Bolting D Prestressed Concrete D Structural Masonry D Designer Specified A B C B C D Expansion/Epoxy Anchors D Sprayed-On Fireproofmg D Other _ 2 Name(s) of mdividual(s) or firm(s) responsible for the special inspections listed above 3 Duties of the special inspectors for the work listed above A Special inspectors shall check in with the City and present their credentials for approval prior to beginning work on the job site Carlsbad O7-O207 February 1, 2007 VALUATION AND PLAN CHECK FEE JURISDICTION Carlsbad PREPARED BY Sergio Azuela BUILDING ADDRESS 2231 Corte Cicuta BUILDING OCCUPANCY R-3 & U-l PLAN CHECK NO 07-0207 DATE February 1, 2007 SFD Add /Rem /Gile Residence TYPE OF CONSTRUCTION V-N BUILDING PORTION Dwelling Add Garage Conv Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code AREA (Sq Ft) V(S?? &&3 228. 863 cb Valuation Multiplier 121 94 ^ 3437 388 By Ordinance Reg Mod N VALUE ($) 104,015 7,836 3,348 115,200 Bldg Permit Fee by Ordinance | Plan Check Fee by Ordinance Type of Review l Repetitive Fee p^T| Repeats Comments "3 Complete Review D Other ,—I Hourly D Structural Only Hour* Esgil Plan Review Fee $595 841 $387 30 $333 67 Sheet 1 of 1 macvalue doc I PALOS VERDES Engineering Civil and Structural Consulting O Please Respond To 6027-1 Paseo Dehcias PO Box 2211 Rancho Santa Fe California 92067 2211 858 759 2434 858 759 8324 FAX ranchosantafe@pvec com ~1 Please Respond To 27520 Hawthorne Blvd Suite 250 Rolling Hills Estates California 90274-3512 310541 5055 310541 0321 FAX info@pvec com March 8, 2007 City of Carlsbad Palos Verdes Engineering Corp (PVEC) has been contracted by Steffen Enterprises Inc d b a Steffen Construction & Design to design a structural plan for a second story addition at the residence of Mr & Mrs Clint Gile, 2231 Corte Cicuta, Carlsbad, Ca 92009 PVEC Assumes the responsibility for the structural design of a second story addition on the existing post tension slab condition that was built + -10 years ago PVEC also assumes the responsibility for the structural design modifications of the proposed new construction Paul Palos Verdes Engirteerrrfgf** PLANNING/ENGINEERING APPROVALS PERMIT NUMBER CB_DATE ADDRESS. RESIDENTIAL RESIDENTIAL ADDITION MINOR (<$1 0,000.00) TENANT IMPROVEMENT PLAZA CAMINO REAL CARLSBAD COMPANY STORES VILLAGE FAIRE COMPLETE OFFICE BUILDING OTHER PLANNER ENGINEER DATE DATE / t Docs/MilormaiPlinning EnginMring Approval <N s z 8 3 PLANNING DEPARTMENT BUILDING PLAN CHECK REVIEW CHECKLIST Plan Check No CB Planner Address 2*3 / Erin Endres Phone (760) 602-4625 APN Type of Project & Use q-lVv Net Project Density. Zoning fi C*~ General Plan frs.CA'N Facilities Management Zone DU/AC CFO (In/out) #_Date of participation Remaining net dev acres. Circle One (For non-residential development Type of land used created by this permit ) r \ Legend [x] Item Complete f [I/Item Incomplete - Needs your action Environmental Review Required YES NO TYPE DATE OF COMPLETION Compliance with conditions of approval? If not, state conditions which require action Conditions of Approval Discretionary Action Required APPROVAL/RESO NO PROJECT NO YES NO. DATE TYPE OTHER RELATED CASES Compliance with conditions or approval? If not, state conditions which require action Conditions of Approval son Coastal Zone Assessment/Compliance i Project site located in Coastal Zone? YES NO CA Coastal Commission Authority? YES NO If California Coastal Commission Authority Contact them at - 7575 Metropolitan Dnve, Suite 103, San Diego CA 92108-4402, (619) 767-2370 Determine status (Coastal Permit Required or Exempt) Coastal Permit Determination Form already completed? YES_ If NO, complete Coastal Permit Determination Form now Coastal Permit Determination Log # NO 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 Rj D D Inclusionary Housing Fee required YES NO / (Effective date of Inclusionary Housing Ordinance - May 21,1993) 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 D D D 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, nght-of-way width, dimensional setbacks and existing topographical lines (including all side and rear yard slopes) 2 Provide legal descnption of property and assessor's parcel number Policy 44- Neighborhood Architectural Design Guidelines 1 Applicability YES 2 Project complies YES NO_ Zoning 1 Setbacks Front Intenor Side Street Side Rear Top of slope 2 Accessory structure Front Intenor Side Street Side Rear Structure separation 3 Lot Coverage Required Required Required Required Required setbacks Required Required Required Required Required XL*Required ^^ -7 ' ^ */<£_-O Shown ^--o £T ' Shown 5 ' Shown Shown Z-2 ' Shown Shown Shown Shown Shown Shown '7-0 Shown m? & - 4 Height Required J>0 Spaces Required Shown Shown5 Parking (breakdown by uses for commercial and industrial projects required) Residential Guest Spaces Required Shown Additional Comments OK TO ISSUE AND ENTERED APPROVAL INTO H \ADMIN\COUNTER\BldgPlnchkRevChklst Rev 9/01 I Engineering Civil and Structural Consulting Cl Please Respond To 6027-1 Paseo Dehcias PO Box 2211 Rancho Santa Fe California 92067-2211 8587592434858 759 3324 FAX ranchosantafe@pvec com a Please Respond To 27520 Hawthorne Blvd Suite 250 Rolling Hills Estates California 90274-3512 3105415055310 541 0321 FAX info@pvec com Structural Calculations Residential Addition Prepared For Clint & Chnssy Gile 2231 CorteCicuta Carlsbad, CA 92009 Project Gile Residence 2231 CorteCicuta Carlsbad, CA 92009 RCEC57182,exp 12/31/07 PROJECT ENGINEER January 8, 2007 PVECFileNo. 24-07-004 PALOS VERDES ENGINEERING CORPORATION 6027-1 Paseo Delicias * P O Box 2211 * Rancho Santa Fe, CA 92067 Telephone (858) 759-2434 - Fax (858) 759-8324 1 0 Design Criteria Code Timber Gile Residence 24-07-004 2001 California Building Code Douglas Fir-Larch (DF-L), WWPA or WCLIB 2x Wall Framing DF-L #2 (unless noted otherwise) 2x Rafters & Joists DF-L #2 " Posts & Beams DF-L#1 " Glue-Lam Beams Sheathing Engineered Framing Concrete Concrete Block Mortar Grout Reinforcing Steel Structural Steel Simple Span Cantilevers Grade 24F-V4 (DF/DF) Grade 24F-V8 (DF/DF) Mm APA-Rated Sheathing, Exposure 1, Plywood or OSB (UNO) Wood I-Joists LVL, PSL TJI 110,210,230,360,560 ICCESR-1153 1 9E Microllam, 2 OE Parallam ICBO ER-4979 Compressive Strength @ 28 days per ASTM C39-96 Footings f c = 2500 psi Grade Beams f c = 3 000 psi Grade N-I per ASTM C90-95, f m = 1500 psi per ASTM E447-92 Type S Mortar Cement per ASTM C270-95, Mm f m = 1800 psi @ 28 days Coarse Grout w/ 3/8" Max Aggregate per ASTM C476-91, Mm f m = 2000 psi @ 28 days #4 & Larger #3 & Smaller ASTM A615-60 (Fy = 60 ksi) ASTM A615-40 (Fy = 40 ksi) ' W' Shapes ASTM A992, Fy= 50-65 ksi Plates, Angles, Channels ASTM A36, Fy = 36 ksi Tube Shapes ASTM A500, Grade B, Fy= 46 ksi Pipe Shapes ASTM A53, Grade B, Fy=35 ksi Welding Electrodes Bolts Soils References Structural Steel A615-60Rebar E70-T6 E90 Series Sill Plate Anchor Botls & Threaded Rods Steel Moment & Braced Frames 1000 psf Bearing Pressure A307 Quality Minimum A325 (Bearing, UNO) Palos Verdes Engineering Corporation Consulting Structural Engineers 6027-1 Paseo Dehcias * P O Box 2211 * Rancho Santa Fe CA 92067 Telephone (858) 759-2434 - Fax (858) 759-8324 JOB SHEET NO CALCULATED BY CHECK BY SCALE 24-07-004 PSC OF "DATE 'DATE 1/8/07 2 0 LOAD LIST 21 Roof (Vaulted) Roofing 9 0 psf 15/32" Sheathing 1 5 psf Roof Framing 1 6 psf 5/8" Gyp Bd 28 psf Insulation and Misc 1 1 psf SDL= 160 psf SLL= 160 psf Total Load = 32 0 psf 2 2 Roof (w/ ceiling) Roofing 9 0 psf 15/32" Sheathing 1 5 psf Roof Framing 1 6 psf Insulation and Misc 0 9 psf SDL 1LI Total Load = 29 0 psf 130 psf 160 psf 2 3 Ceiling Ceiling Joists 5/8" Gyp Bd Insulation and Misc 2 4 Walls 1 0 psf 28 psf 0 2 psf SDL = 40 psf SLL= 100 psf Total Load = 14 0 psf Exterior Wall Interior Wall 7/8" Stucco 15/32" Sheathing 2x4 Studs® 16"oc 5/8" Gypsum Bd Misc 90 psf 1 5 psf 1 1 psf 28 psf 06 psf SDL= 150 psf 1/2" Gyp Bd (2 Sides) 2x4 Studs @ 16"oc Misc 46 psf 1 1 psf 23 psf 80 psf Palos Verdes Engineering Corporation Consulting Structural Engineers 6027-1 Pasco Delicms * P O Box 2211 * Rancho Santa Fe, CA 92067 Telephone (858) 759-2434 - Fax (858) 759-8324 JOB SHEET NO 3_ CALCULATED BY CHECK BY SCALE 24-07 004 OF PSC DATE DATE 1/8/07 2 0 LOAD LIST (CONTIN) 2 5 Floor Floor Cover Sheathing 2x F J 5/8" Gyp Bd Insulation and Misc 5 5 psf 2 3 psf 3 1 psf 28 psf 1 3 psf SDL= 150 psf SLL = 40 0 psf Total Load = 55 0 psf 2 6 Wind 2 7 Seismic (UBC Equation 20 1)Ce = 0 70 Cq = 1 30 qs= 12 6 psf 1= 1 0 (UBC Equation 30 5)Ca = 0 44 N3 Na = 1 00 1 0 45 V= 0 17 W,DL IDa Palos Verdes Engineering Corporation Consulting Structural Engineers 6027-1 Paseo Delicias * P O Box 2211 * Rancho Santa Fe, CA 92067 Telephone (858) 759-2434 - Fax (858) 759-8324 JOB SHEET NO CALCULATED BY CHECK BY SCALE 24-07-004 OF PSC DATE 1/8/07 DATE 3 0 ROOF FRAMING Palos Verdes Engineering Corporation Consulting Structural Engineers 6027-1 Paseo Dehcias * P O Box 2211 * Rancho Santa Fe, CA 92067 Telephone (858) 759-2434 - Fax (858) 759-8324 JOB 24-07-004 OFSHEET NO _ CALCULATED BY PSC DATE 1/8/07 CHECK BY DATE SCALE Floor Load Tables Trus Joist • TJI° Joisl Specifier •> Guiflf Jviuaiy Floor—100% (PLF) 8" Depth TJI® Live Load Total 1/480 Load 110 190 9W 210 210' 230 236 __^. 110 190 210 210 11 '/i 230 236 360 241 560 294 110 190 210 210 14 230 236 360 241~ 560 294 210 210 1R,, 230 236" 16 360 241 550 294 , w " " Live Load Total L/4'8D Load 127 152 "147 ~169~ Cm. tatj 152 r . ~J*9_ 190 " 193 "236_ 152 169 190" 193 "236" 169 " "isV 193 i- "236 127 L'tve Load Total L/480 Load 1'i 127 9~0" 141 "_98 158 ' ' ~<2f:"_• 111 158 ""162" 197 ~12V~ 141 158 162 ~197~"n Jols - ~w "-, Live Load Total 1/480 Load 50 95 59 114 64 T26" 83 109 97"." ~!?f 105 136 ' 136 "139" "189" 109 " 121 136 " 139 " •"" 169 141 I ' 121! 158 ~" 136 lerf" '139 197 | "169 Clear Span 1*' I Live Load Total L/480 Load ' 40" 81 44 88" -J.7._JL 67 106 "73 1~V9 "95" 121 " 138 T48 "83 ~ 95 96 106 104 1"19~ ~ " "121 148 106 ~~nC~ 121 1~48 " 18' "Live Load Total L/480 Load u "48" 87"' "52 " 97 69 " 108 101 132 59 '85 " 69 94 75" 106 "98 "~108 132 ~93 '94"~ 100 1ti6 " 108" "~~132 20' Live Load Total L/48D Load "39 " 7~8~ 51 97 ___76_ _119_ 51 84 56 93 73 97 107 " 119 "§9.1.85.. ' 75 95 ~~ 97 119 22 , 24 Live i tin Load Total ' Load Total L/480 Load ' L/48D Load — f. -. . 1 39 78 \ ....58_.._J08_ _45 91 43 77 56 88 i 44 81 83 108 ' 65 99 53 77 i ' 57 87 ! 75 88 | 59 81 108 | 86 99 Indicates TOTAL LOAD value controls How to Use This Table 1 Calculate actual total and live load in pounds per linear fool (pll) 2 Select appiopnate JOIST CLEAR SPAN 3 Scan down the column to Imd a TJI® |oist that meets or exceeds actual lolal and live loads General Notes Tables are based on - Uniform loads - No composite action provided by sheathing - More restrictive of simple or continuous span • TOTAL LOAD limits joist deflection to L/240 • LIVE LOAD is based on joist deflection of L/480 If a live load deflection limit ol L/360 is desired, multiply value in LIVE LOAD column by 1 33 The resulting live load shall not exceed the TOTAL LOAD shown PSF to PLF Conversions oc Spacing ._._. 16 192 24 20 "20" 27" 32 40 Load iri 25 _ 30_~ __l2Sk In 25 30. 34 40" 47~ 40 48 _5"6 50 ' 60 "70" p 45 ~"|d" 55 d>'>8TllnyplSbl^.R&l 46 54 " 64" 80" 45 50 55 80 67 " 74 72" ' 80" 88 90 100 110 JO IF" 80_ 96 ID Palos Verdes Engineering Corporation Consulting Structural Engineers 6027-1 Paseo Delicias * P O Box 2211 * Rancho Santa Fe, CA 92067 Telephone (858) 759-2434 - Fax (858) 759-8324 JOB 24-07-004 SHEET NO CALCULATED BY CHECK BY SCALE OF PSC DATE DATE 1/8/07 Palos Verdes Engineering Corporation Consulting Structural Engineers 6027-1 Paseo Delicias * P O Box 2211 * Rancho Santa Fe, CA 92067 Telephone (858) 759-2434 - Fax (858) 759-8324 JOB 24-07-004 SHEET NO CALCULATED BY CHECK BY SCALE OF PSC DATE 1/8/07 DATE 5 0 Lateral Design & Analysis (Two-Story) Wind P = CeCqqsIw Ce = 0 70 Cq= 13 qs = 12 6 psf 1= 10 P = 11 5 psf (DEC Equation 20 I) (T 16 G) (T 16 H) (T 16 F) (T 16 K) V = (2 5 Ca I) * Wt 14*R (UBCEqual,on 305) 16 Q) Ca = 0 44 Na i6-s) Na = 1 V= 0 175 * Wt R = 45 (T 16 N) I = 10 (T 16 K) Wind Loads P = 11 5 psf x Tnb Area Roof Level N/SDirection Direction 2nd Floor Level Direction Direction E/W N/S E/W = 11 5 psf x = 11 5 psf x = 11 5 psf x = 11 5 psf x 423 sq ft = 4850 Ibs 407 Sq ft = 4667 Ibs 505 sq ft = 5790 Ibs 555 sq ft - 6364 Ibs Roof Weight RoofWt Exterior Wall Wt Interior Wall Wt Ceiling Wt 13 0 psf X 2453 sq ft = 31889 Ibs 150 psf x 778 sq ft = 11670 Ibs 8 0 psf x 777 sq ft = 6216 Ibs 4 0 psf X 2133 sq ft = 8532 Ibs Total Tnb WR = 58307 Ibs Floor Weight Diaphragm Exterior Wall Wt Interior Wall Wt 1st Fir RoofWt 150 psf X 2133 sq ft = 31995 Ibs 150 psf x 1534 sq ft = 23010 Ibs 80 psf X 1327 sq ft = 10616 Ibs 160 psf X 380 sq ft 6080 Ibs Total Tnb WR= 71701 Ibs Total Seismic Dead Load Base Shear 2- Wt = v = 130008 Ibs 0175 *Wt= 22700 Ibs A& = 2.1 V.. Palos Verdes Engineering Corporation Consulting Structural Engineers 6027-1 Paseo Dehcias * P O Box 2211 * Rancho Santa Fe, CA 92067 Telephone (858) 759-2434 - Fax (858) 759-8324 JOB SHEET NO CALCULATED BY CHECK BY SCALE 24-07-004 OF PSC DATE 1/8/07 DATE Roof Diaphragm N / S Direction V = 14344 A =2453 = V/A = Ibs sq ft 5 85 psf E / W Direction V = 14344 A =2453 = V/A = Ibs sq ft 585 psf Floor Diaphragm N / S Direction V- 8356 A= 2513 fp=V/A =332 Ibs sq ft psf Seismic Lateral Distribution E / W Direction V= 8356 A = I n~ 2513 Ibs sq ft 3 32 psf V =22700 Ibs Level Roof 2nd Floor S wx (Ibs) 58307 71701 • ;><"••: ../ hx (ft) 19 9 •V,-;:'..^-;/ • wx hx (Ibs-ft) 1107833 645309 1753142 _WvJlv 2w,h, 0632 0368 1 000 F (Ibs) 14344 8356 22700 V (Ibs) 14344 22700 Palos Verdes Engineering Corporation Consulting Structural Engineers 6027 I Paseo Delicias * P 0 Box 2211 * Rancho Santa Fe, CA 92067 Telephone (858) 759-2434 - Fax (858) 759-8324 JOB SHEET NO tQ CALCULATED BY CHECK BY SCALE 24-07-004 OF PSC DATE 1/8/07 DATE 5 1 Lateral Design & Analysis - 2nd Story Shear Walls N/S E/W Gridlme 1 2 Length of Shearwalls 6 14 10 17 6 7 Total 285 31 0 0 0 0 0 0 0 0 Wall Ht 9 9 Type S A #DJyroi #nd!wo! #njv/o' #raj7/o' #Drato' Gndhne B C D Length of Shearwalls 3 13 4 3 4 Total 6 13 7 0 0 0 0 0 0 0 Wall Ht 9 9 0 Type B B B fflOPtf/Oi #DpV/0' #CWO' I Palos Verdes Engineering Corporation Consulting Structural Engineers 6027 I Paseo Dehcias * P 0 Box 2211 * Rancho Santa Fe, CA 92067 Telephone (858) 759-2434 - Fax (858) 759-8324 JOB SHEET NO |j_ CALCULATED BY CHECK BY SCALE 24-07-004 OF PSC DATE 1/8/07 DATE 5 1 Lateral Design & Analysis (cont ) Gndlme 16 % ( 14344 x 016= 2295 # ) 2295 Ibs v = 285 ft OTF = 725 Ibs 81 plf Gndlme ( 2 )45 % ( 14344 x 0 45 = 6455 #) 6455 Ibs v = 31 ft OTF = 1874 Ibs 208 plf MST37 Palos Verdes Engineering Corporation Consulting Structural Engineers 6027-1 Paseo Dehcias * P 0 Box 2211 * Rancho Santa Fe, CA 92067 Telephone (858) 759-2434 - Fax (858) 759-8324 JOB 24-07-004 OFSHEET NO CALCULATED BY _PSC DATE 1/8/07 CHECK BY DATE SCALE 5 1 Lateral Design & Analysis (cont) Gndlme (~Q] , 15 % ( 14344 x 0 15 = 2152 #) 2152 Ibs v = 6 ft OTF = 3227 Ibs 359 plf Gndlme 35 % ( 14344 x 035 = 5021 #) 5021 Ibs v = 13 ft OTF = 3476 Ibs 386 plf Gndline 15 % ( 14344 x 0 15 = 2152 #) 2152 Ibs v = 7 ft OTF - ftp on 307 plf ?* AIL r biE i OF\ B MST48 B Palos Verdes Engineering Corporation Consulting Structural Engineers 6027-1 Pasco Dehcias * P 0 Box 2211 * Rancho Santa Fe, CA 92067 Telephone (858) 759 2434 - Fax (858) 759 8324 JOB SHEET NO CALCULATED BY CHECK BY SCALE 24-07-004 12.OF PSC DATE 1/8/07 DATE 5 2 Lateral Design & Analysis - 1st Story Shear Walls N/S E/W Gridlme 1 2 Length of Shcarwalls 14 10 5 9 7 Total 26 18 0 0 0 0 0 0 0 0 Wall Ht 9 9 Type S C tfffljv/o1 #g»WO< $g5v/o' Gridlme A C D Length of Shearwalls 4 6 2 4 2 Total 8 55 4 0 0 0 0 0 0 0 Wall Ht 9 9 9 Type B E E #gWO' #Di^O' I Palos Verdes Engineering Corporation Consulting Structural Engineers 6027 I Paseo Dehcias * P O Box 2211 * Rancho Santa Fe, CA 92067 Telephone (858) 759-2434 - Fax (858) 759 8324 JOB 24-07-004 SHEET NO CALCULATED BY CHECK BY SCALE OF PSC DATE 1/8/07 DATE 5 2 Lateral Design & Analysis (cont ) Gndlme 12 % ( 8356 x 0 12 = 1003 #) 1003 Ibs + 2152 v = 26 ft OTF = 1092 Ibs Bf o ' 121 plf Gndlme 20 % ( 8356 x 020 = 1671 #) v = 1671 Ibs + 6455 18 ft 451 plf OTF = 4063 Ibs W* o PHPZ, ID Palos Verdes Engineering Corporation Consulting Structural Engineers 6027 I Paseo Dclicias * P 0 Box 2211 * Rancho Santa Fc, CA 92067 Telephone (858) 759-2434 - Fax (858) 759-8324 JOB SHEET NO CALCULATED BY CHECK BY SCALE 24 07-004 OF PSC DATE 1/8/07 DATE 5 2 Lateral Design & Analysis (cont) Gndlme 15 % ( 8356 x 0 15 = 1253 #) 1253 Ibs + 2152 8 ft 426 plf B OTF = 3831 Ibs IT-a Gndlme 15 % ( 8356 x 015 = 1253 #) 1253 Ibs + 3000 v = 55 ft OTF = 6960 Ibs 773 plf PHOS Gndlme (~D]13 % ( 8356 x 0 13 = 1086 # ) 1086 Ibs + 2152 v =4 ft OTF = 7286 Ibs 810 plf PALOS VERDES Engineering 2001 CALIFORNIA BUILDING CODE SHEAR UJALL SCHEDULE SWEAR WALL No APA RATED STRUCT WOOD PANEL THICK. COMMON NAIL SPACING « EDGES AND BOUNDARIES, FIELD NAILING • 12" OC ALLOWABLE SHEAR/FT WOOD STUDS UMO SLIDING ANCHOR SYSTEM 5/8"* AB SPACING2 2x SILL V* II84» 3x SILL OjC A35 OR EOIIV OC COMMON NAILSPACING 2xSOLE PLATE ONLY V= 121* OjC 1/2"* LAS SCREW SPACING 2xSOLE PLATE ONLY OjC. 1/8" STUCCO No IIGA.« 6"OjC. I80»/FT A35« 30"OjC 8"56" 3/8"8d « 6" oc.280»/FT 48"A35« 18'OjC 36" 15/32"8d « 4" oc.430»/FT 42"A35« B'OjC 24" 15/32"8d • 3" oc.550»/FT 32"A35«yoc 18" 15/32"8d • 2"24"A35«18" 15/32"I0d « 2" or.20"A35«12" 1 FRAMING AT FOUNDATION SILL PLATES AND ADJOINING PANEL EDGES SHALL BE IN A SINGLE 3-INCH NOMINAL MEMBER, AND ALL NAILS SHALL BE STAGGERED 2-INCH NOMINAL SILL PLATE MAY BE USED AT UPPER LEVELS 1/2° EDGE DISTANCE REOIIRED AT 3x BOUNDARY AND PANEL EDGE MEMBERS OF THESE IDALLS 2 SIMPSON BP 5/8 BEARING PLATES CLARR 25293;, OR EQUAL, SHALL BE USED WITH 5/8" AB 5/8" SIMPSON WEDGE-ALL ANCHORS (LARR 24682; MAY BE USED IN LIEU OF 5/8' AB AT EXISTING FOOTINGS WITH SAME SPACING PER TABLE ABOVE. 3 ALL SILL NAILING SHALL BE STAGGERED 1/2" MINIMUM. (TYPICAL; 4 WHEN A SHEARWALL IS SPECIFIED ON BOTH SIDES OF WALL , ALL SLIDING ANCHOR CONNECTORS SHALL BE ATTACHED WITH SPACINGS FROM THE TABLE ABOVE TO BE REDUCED BY HALF Palos Verdes Engineering Corporation Consulting Structural Engineers 6027-1 Paseo Delicias * P O Box 2211 * Rancho Santa Fe CA 92067 Telephone (858) 759-2434 - Fax (858) 759-8324 JOB 24-07-004 SHEET NO )? CALCULATED BY CHECK BY SCALE OF PSC DATE 1/8/07 DATE 6 0 FOUNDATION DESIGN 6 1 CONTINUOUS FOOTING w= 1125 plf width = 1125 plf = 1 125 ft (MIN) => 14 INCHES (MIN) 1000 psf lo.SL't 12 USE 15 "WIDECONTIN FTG W/ 1 - # 4 TOP AND BOTTOM & EMBED 18 " INTO UNDISTURBED SOIL (MIN ) ASBP= 1000 psf (2.006 ftF P5E 12" 6 2 MAX POINT LOAD ON FOOTING \ Pa,,= 1000 * 15 * 48 12 12 = 5000 Ibs 6 3 PAD DESIGN PAD PI P2 SIZE 24 "SQUAREx 12 "THK W/ 3 -# 4 EACH WAY 30 "SQUAREx 12 "THK W/ 3 -# 4 EACH WAY LOAD Pmax= 1000 * 22 Pmax= 4000 Ibs Pmax= 1000 * 32 Pmax= 6250 Ibs TITLE 24 ENERGY COMPLIANCE REPORT FOR Gile Addition Carlsbad Climate Zone 07 PREPARED FOR Steffen Enterprises, Inc Plans for Gile Addition have been reviewed The following Title 24 energy report demonstrates compliance with California's Title 24 energy code for new residential projects Mark Gallant, CEA/CEPE, HERs Rater PREPARED BY HAYNAL & COMPANY INC 508 W Mission Ste 201 Escondido, CA 92025 760-743-5408 February 19, 2007 2005 CODE, Micropas 7 1 C20-LIC#649028, HERs Rater www title-24 com email mark@title-24 com City of Ca r I s b a Building Department CERTIFICATE OF COMPLIANCE PAYMENT OF SCHOOL FEES OR OTHER MITIGATION This form must be completed by the City, the applicant, and the appropriate school districts and returned to the City prior to issuing a building permit The City will not issue any building permit without a completed school fee form Project Name Building Permit Plan Check Number Project Address APN Project Applicant (Owner Name) Project Description Building Type Residential Second Dwelling Unit Residential Additions Commercial/Industrial City Certification of Applicant Information GILE RESIDENCE CB070207 2231 CORTE CICUTA 255-262-44-00 CLINT GILE RESIDENTIAL ADDITION V-N New Dwelling Units Square Feet of Living Area in New Dwelling Square Feet of Living Area in SDU Net Square Feet New Area r. Feet Floor Area SCHOOL Date ICTS WITHIN THE CITY OF CARLSBAD Carlsbad Unified School District 6225 El Camino Real Carlsbad CA 9200g.mi-.SQOO) Vista Unified School District 1234 Arcadia Drive Vista CA 92083^726=21707" San Marcos Unified School District 215MataWay San Marcos CA 92069 (290-2649) Contact Nancy Dolce (By Appt Only) ,_ifcmitas Union School District J 101 South Rancho Santa Fe Rd ./ 1-ncinitas CA 92024 (944 430(U«fl66) rbicguito Union High School District] 710 Encmitas Blvd Encmitas, CA 92024 (753-6491) 3ecIaration ('Owner') certifies under penalty of perjury that (1) theCertification ofApphcant/Owners The persorTexeetrtifl§- information provided above is correct and true to the best of the Owner s knowledge and that the Owner will file an amended certification of payment and pay the additional fee if Owner requests an increase in the number of dwelling units or square footage after the building permit is issued or if the initial determination of units or square footage is found to be incorrect and that (2) the Owner is the owner/developer of the above described project(s), or that the person executing this declaration is authorized to sign on behalf of the Ownerwn Signature Date Revised 3/30/2006 SCHOOL DISTRICT SCHOOL FEE CERTIFICATION (To be completed by the school distnct(s))************************************************************************** THIS FORM INDICATES THAT THE SCHOOL DISTRICT REQUIREMENTS FOR THE PROJECT HAVE BEEN OR WILL BE SATISFIED SCHOOL DISTRICT The undersigned, being duly authorized by the applicable School District, certifies that the developer, builder, or owner has satisfied the obligation for school facilities This is to certify that the applicant listed on page 1 has paid all amounts or completed other applicable school mitigation determined by the School District The City may issue building permits for this project SIGNATURE OF AUTHORIZED SCHOOL DISTRICT OFFICIAL TITLE NAME OF SCHOOL DISTRICT DATE PHONE NUMBER ENCINITAS UNION SCHOOL DISTRICT | 101 SOUTH RANCHO SANTA FE RQ. 4308 Revised 3/30/2006 SCHOOL DISTRICT SCHOOL FEE CERTIFICATION (To be completed by the school distnct(s))******************* THIS FORM INDICATES THAT THE SCHOOL DISTRICT REQUIREMENTS FOR THE PROJECT HAVE BEEN OR WILL BE SATISFIED SCHOOL DISTRICT The undersigned, being duly authorized by the applicable School District, certifies that the developer, builder, or owner has satisfied the obligation for school facilities This is to certify that the applicant listed on page 1 has paid all amounts or completed other applicable school mitigation determined by the School District The City may issue building permits for this project SIGNATURE OF AUTHORIZED SCHOOL DISTRICT OFFICIAL TITLE NAME OF SCHOOL DISTRICT Stephen G Ma Associate Supt , Business Services SAN DIEGUITO UNION HIGH SCHOOL DISTRICT DATE PHONE NUMBER S'S Revised 3/30/2006 Jan 2507 1120a Steffen Construction 760 436 3688 POLICYHOLDER COPY SD COMPENSATION I N SURANCE PO BOX 420807 SAIM FRANCJSCO,CA 94142-0807 FUND CERTIF/CATE OF WORKERS' COMPENSATION INSURANCE ISSUE DATE O1-01-20O7 GROUP POLICY NUMBER 1852670-2007 CERTIFICATE ID- 3 CERTIFICATE EXPIRES O1-01-2008 01-01-2007/O1-01-2008 CITY OF CARLSBAD 16353 FAREDAY AVE CARLSBAD CA 920O8 SD This is to certify that we have issued a valid Workers' Compensation insurance policy in A form approved by trie California Insurance Commissioner to the employer named below for tha policy period indicated This policy is not subject to cancellation by the Fund except upon ^Q days advance written notice to the employer We will also give you JQ days advance notice should this policy be cancelled prior to its normal expiration. This certificate of insurance is not an insurance policy and does not amend extend or j alter the coverage afforded by the policy listed herein Notwithstanding any requirement term or condition of any contract or other document with respect to which this certificate of insurance may be issued or to which it may pertain the insurance afforded by the policy described herein is subject to all the terms exclusions and conditions of such policy fHORIZED REPRESENTA7 EMPLOYER'S LIABILITY LIMIT INCLUDING DEFENSE COSTS PRESIDENT $1.000,000 PER OCCURRENCE EMPLOYER STEFFEN ENTERPRISES, INC 1008 SAXONY RD ENCINITAS CA 92024 SD WE V 2-05)PRINTED 12-15-2005 M0409 " J r-