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Home My WebLink About2641 VANCOUVER ST; ; CB082027; PermitCity of Carlsbad- 1635 Faraday Av Carlsbad, CA 92008 03-05-:2009 Residential Permit Permit No: CB082027 Building Inspection Request Line (760) 602-2725 Job Address: 2641 VANCOUVER ST CBAD Permit Type: RESDNTL Sub Type: RAD Status: ISSUED Parcel No: 1674420600 Lot #: 0 Applied: 11/04/2008 Valuation: $52,215.00 Construction Type: 5B Entered By: KG Occupancy Group: Reference #: Plan Approved: 03/05/2009 # Dwelling Units: 0 Structure Type: Issued: 03/05/2009 Bedrooms: 0 Bathrooms: 0 Inspect Area: Project Title: VASSE RES ADD 2 BATHROOMS Orig PC#: MASTER @ 2ND FLR/GUEST @ 1ST FLR-TOTAL 331 SF, ADD Plan Check#: Applicant: Owner:• JENNINGS CONSTRUCTION, DAVID VASSE RICHARD P&WENDY E 3256 GARFIELD ST 2641 VANCOUVER ST CARLSBAD, CA 92008 CARLSBAD CA 92010 619-434-9549 Building Permit $432.08 Meter Size Add'I Building Permit Fee $0.00 AddI Red. Water Con. Fee $0.00 Plan Check $280.85 Meter Fee $0.00 Addi Plan Check Fee $0.00 SDCWA Fee $0.00 Plan Check Discount $0.00 CFD Payoff Fee $0.00 Strong Motion Fee $5.22 PFF (3105540) $0.00 Park in Lieu Fee $0.00 PFF (4305540) $0.00 Park Fee $0.00 License Tax (3104193) $0.00 LFM Fee $0.00 License Tax (4304193) $0.00 Bridge Fee $0.00 Traffic Impact Fee (3105541) $0.00 Other Bridge Fee $0.00 Traffic Impact Fee (4305541) $0.00 BTD #2 Fee $0.00 Sidewalk Fee $0.00 BTD #3 Fee $0.00 PLUMBING TOTAL $90.00 Renewal Fee $0.00 ELECTRICAL TOTAL $20.00 Addi Renewal Fee $0.00 MECHANICAL TOTAL $37.00 Other Building Fee $0.00 Housing Impact Fee $0.00 HMP Fee $0.00 Housing InLieu Fee $0.00 Pot. Water Con. Fee $0.00 Housing Credit Fee $0.00 Meter Size Master Drainage Fee $0.00 AddI Pot. Water Con. Fee $0.00 Sewer Fee $0.00 Red. Water Con. Fee $0.00 Additional Fees $0.00 Green Bldg Stands (SB1473) Fee ?? TOTAL PERMIT FEES $865.15 Total Fees: $865.15 Total Payments To Date: $865.15 Balance Due: $0.00 FINAL APPROVAL Date: /z -I-/ 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 protestprocedures 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 City of Carlsbad 1635 Faraday Ave., Carlsbad, CA 92008 760-602-2717/2718/2719 Fax: 760-602-8558 www.carlsbadca.gov Building Permit Application JOB ADDRESS . SUITE#/SPACE#/UNIT# 269f! L,41')c C".' L1j CT/PROJECT # LOT # PHASE # C OF UNITS C BEDROOMS C BATHROOMS TENA DESCRIPTION OF WORK: Include Sq re Feet of Affected Area (a) ,4 £2 j2 f \ 9)4td-r_ Plan Check No. Est. Value Plan Ck. Deposit Date 11:60'_ / EXISTING USE PROPOSED USE GARAGE (SF) PATIOS (SF) DECKS (SF) I FIREPLACE JAIRCO,NDITIONING IFIRE SPRINKLERS YES 0 #_ NOD YES 0 NOD YES 0 NOD CONTACT NAME (If Different Fom Applicant) S APPLICANT NAME D. ADDRESS ADDRESS CITY STATE ZIP CITY -STAIE ZIP I PHONE FAX PHONI76 FAX 2fr/V7L I 76-7Y EMAIL EMAIL / 21P6/J X/c:r- PROPERTY OWNER NAME S CONTRACTOR BUS. NAME efl,1 ADDRESS ADDRESS jrn- 4-5 CITY ATE ST ZIP20 CITY STATE ZIP PHONE FAX PHONE FAX EMAIL S EMAIL S ARCH/DESIGNER NAME & ADDRESS STATE UC. C STATE UC..1_ __fa 7 CLASS CI BUS. Ut ISec. 7031.5 Business and Ptolessiens Code: Any City or County which requires a permit tu'coostruct. alter imnruve demolish or repair any structure prior so ins issuance, abe requires the applicant fur such perniit o flI'e a signed statemethat be is ticensed pursuant to the provisions of the Cqntractor's License Law (thapoer9, commending with, Section I000 of Division 3 of the Business and Professions Code) or that he is exempt there from, and the basin for the alleged exemption. Any violation of Section 1031.5 by any applicant for a pernhut subjects the applicant to a dvii penalty of not more than he hundred deDuct ($5(10)). ®Ql3e @W?O®) Workers' Compensation Declaration: thereby affirm under penalty of perjury one of the following declarations: Cl I have and will maintain a certificate of consent to salt-insure for workers' compensation as provided by Section 370001 the Labor Code, for the performance of the work for which this permit Is issued. 0 I have and will maintain workirs' compensation, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance canter and policy number are: Insurance Co. Policy No. Expiration Date This gleallidiff'd not be completed if the permit is for one hundred dollars ($lOO) or less. Certificate of Exemption: I certify, that in t.perforrnance the work for which this perm jJyjssoredl shal~not e any person in any manner so as to become subject to the Workers'Compensation l..aws of California. WARNING: Failure to secure others' compe ion coverej.s.un3wfSInd shall sub mployer to criminal penalties and Civil fines upto one hundred thousand dollars (5100,000), in addition to the cost :1 compovsati0n, DATE MOO S A5 CONTRACTORSIGNATURF ' ... S S . ,. 5•; I hereby afflmi that lam exempt from Contractor's license La Wowing reason: S 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 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). 0 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). S 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. 0 Yes 0 No S 2.1(have / have not) signed an application for a building permit for the proposed work. S S S I have contracted with the following person (firm) to provide the proposed construction (include name address / phone / contractors' license number): S 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 I address I phone! contractors' license number): 5.1 will provide some of the work, bull have contracted (hired) the follOwing persons to provide the work indicated (include name / address / phone type of work): - ..PROPERTY OWNER SIGNATURE . S DATE S €®I7( WO3 O(J ($( WOO OJ70 Qt!)OC(E)@ QQ(G)0 ®G)C!S7 Is the applicant or future building occupant required to submit a business plan, acutely hazardous materials registration form or risk management and prevention program under Sections 25505,25533 or 25534 of the Presley-Tanner Hazardous Substance Account Act? 0 Yes 0 No Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? 0 Yes 0 No Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? O Yes 0 No S 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. 17 6 O OW IG)Ol@ I hereby affirm that there is construction lending agency for the performance of the work this permit is issued (Sec. 3097 (I) CMI Code). Lender's Name Lender's Address OC? OO®l) iceltitythatl have lead the application and state thatthe above information Isconectandthatthe Information on the plans isaccurate. lagreeto comply with all City ordinances and State laws nClatlngto buildingconsttuction. I hereby authorize representatwe 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 OFCARLSBAD AGAINST ALL UABlLfl1ES, JUDGMENTS, COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY INCONSEQUENCE OF THE GRANTING OF THIS PERMIT. OSHA An OSHA permit is required for excavations over 50' deep and demolition or cjstnictlO&structures over stories in height. EXPIRATION: EvelypemlitissuOdby the Buddin ialundertheprwisienisol Codhdftexpeeby limitationand become null and void i the buihithgor work authorized bysuch permit is not comthencedwithin leO days fmmthe date ol such permit :orifthe in workauth suspendedorabandonedat any time after the wothiscommenoed for a period of180 days (Section 1064.4UntoimBulMingcode. .'APPUCANT'S SIGNATURE •S S DATE Building Department , *1 CITY OF Unscheduled 1635 Faraday Avenue 760-602-2700 CARLSRAD Building Inspection •• Carlsbad CA 92008 DATE: (~--fo -0 L I NSP ECTOR 'I PERMIT #: 613 ?O)7 CONTACT: PHONE #: JOB ADDRESS: Cj( L/-' cn1 1L ' DESCRIPTION: •• CODE DESCRIPTION • ACT • COMMENTS • Bldg Inspection Form Page 1 of I • Rev. 06/09 Inspection List Permit#: CB082027 Type: RESDNTL RAD VASSE RES ADD 2 BATHROOMS MASTER @ 2ND FLR/GUEST @ 1ST FLR- Date Inspection Item Inspector Act Comments 12/10/2009 89 Final Combo PD AP 12/09/2009 89 Final Combo PD CO ON CARD 12/09/2009 89 Final Combo - RI 08/28/2009 27 Shower Pan/Roman Tubs JM AP 08/21/2009 17 Interior Lath/Drywall JM AP 08/21/2009 18 Exterior Lath/Drywall JM AP 08/20/2009 17 Interior Lath/Drywall JM PA 1ST FLOOR 08/20/2009 18 Exterior Lath/Drywall JM AP 08/12/2009 16 Insulation JM AP 08/07/2009 84 Rough Combo PC AP 08/06/2009 84 Rough Combo JM CA DAVID 08/03/2009 83 Roof Sheathing/Ext Shear JM AP 07/08/2009 24 Rough/Topout JM AP ADDITION! @ SHEAR 07/06/2009 13 Shear Panels/HD's JM. CO PENDING APPROVAL 07/06/2009 14 Frame/Steel/Bolting/Weldin JM WC 07/06/2009 15 Roof/Reroof JM CO PENDING APPROVAL OF ROOF REVISION 06/17/2009 14 Frame/Steel/Bolting/Weldin JM CO 06/15/2009 15 Roof/Reroof JM CO PEND CITY APPROVAL 06/15/2009 18 Exterior Lath/Drywall JM CO 06/10/2009 13 Shear Panels/HD's JM CO PENDING CITY APPROVAL 06/10/2009 15 Roof/Reroof JM CO 06/09/2009 83 Roof Sheathing/Ext Shear JM CA DAVID 06/08/2009 83 Roof Sheathing/Ext Shear JM CO PEND CITY APPROVAL 06/05/2009 13 Shear Panels/HD's JM CA 06/05/2009 15 Roof/Reroof JM CA 03/19/2009 11 Ftg/Fouridation/Piers JM AP OK TO POUR 03/16/2009 11 Ftg/Foundation/Piers JM CO SOILS REPORT REQUIRED 03/11/2009 21 Underground/Under Floor JM AP 03/10/2009 21 Underground/Under Floor JM CA DAVID Friday, December 11, 2009 Page 1 of 1 #—ry Wr GE000N INCORPORATED GEOTECHNICAL CONSULTANTS 6960 FLANDERS DRIVE • SAN DIEGO, CALIFORNIA 92121-2974 U TEL (858) 558-6900 • FAX (858) 558-6159 FOUNDATION OBSERVATION REPORT PROJECT NAME: \ilççe P ce . . PROJECT NO. 07L1 0 5 27 -ol LOCATION: JO \1'AitP-üIA DATE: i R,th,cL (42m/-1 FOUNDATION LOCATION (if not entire building) 1 (AY (LJ( I?it &&V1. <J1IA fL'J <( I PLAN FILE NO. I PERMIT NOS: I FOUNDATION TYPE: 0 CONVENTIONAL Ef POST-TENSIONED 0 ADDITIONAL OBSERVATION REQUIRED D' SUBSTANTIAL CONFORMANCE PURPOSE OF OBSERVATION g Verify soil conditions exposed are similar to those anticipated Ef Verify footing excavations extend to minimum depth recommended in soil report Verify foundation reinforcement complies with minimum recommended in soil report Verify slab reinforcement, sand bedding and moisture barrier comply with minimum recommended in soil report ,tf Verify footings have been extended to an appropriate bearing strata Other APPLICABLE SOIL REPORT: TITLE: SOIL REPORT RECOMMENDATIONS BASED ON: Expansion Condition 0, VERY LOW Fill Geometry tkfA i I (~LP rj,I tO? I ,i 0 /1 kPr P t DTE: Oat. 42oü1/- 0 LOW 0 MEDIUM 0 HIGH 0 VERY HIGH O Other: MINIMUM FOUNDATION RECOMMENDATIONS: Footing Depth: I12 Inches 0 18 Inches 0 24 Inches OTHER Footing Reinforcement: 0 No.4 T&B 0 2-No.4 T&B 0 2-No.5 T&B 0 Post-Tensioned OTHER: Interior Slab Reinforcement: 0 6x6-10I10 0 6x6-6/6 0 No.3@241nches 0 No.3@18lnches 0 Post-Tensioned Slab Bedding Material and Thickness: a frn f.,J-( r Vapor Barrier: 1" -i Foundation Width: Ii I, ftM'I.iA .1 L4AJ - • OBSERVATIONS: rK Substantial conformance with Soil Reports (see "Purpose of Observation") Substantial conformance with Foundation Plans. Identify: 11 Other S COMMENTS: -.-- NOTE: IT IS ASSUMED THAT ALL FOOTING EXCAVATIONS WILL BE CLEANED OF LOOSE MATERIAL PRIOR TO PLACING CONCRETE AND THAT THE SOIL MOISTURE CONTENT WILL BE MAINTAINED FIELD COPIES TO dPCON REPRESENTATIVE EsGil Corporation In Partnersfiip with government for Buifding Safety DATE: March 3, 2009 U APPLICANT JURIS. JURISDICTION: City of Carlsbad AN REVIEWER U FILE PLAN CHECK NO.: 08-2027 SET: IV PROJECT ADDRESS: 2641 Vancouver Street PROJECT NAME: Vasse 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. LI The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. Tj 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: - David Jennings __- P.O. Box 144 Bonsall, CA 92003 Esgil Corporatiàn 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: David Jennings Telephone #: 760-521-1470 Date contacted: (by: ) Fax #: 760-414-1049 Mail Telephone Fax In Person REMARKS: PLEASE SEE THE ATTAC TANDING CORRECTIONS FOR THE CITY STAFFS CONSIDERATION. VU By: Bert Domingo Enclosures: EsGil Corporation El GA [1 MB [1 EJ El PC 2/26/09 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858) 560-1468 • Fax (858) 560-1576 PLUMBING 42. Show water heater size (1St hour rating), type, and location on plans. PLEASE SHOW THE SIZE OF THE PIPES FOR THE TANKLESS WATER HEATER. Applicant to clarify if the new tankless water heater gas supply piping (1") is dedicated to the gas meter (125'.). However, if other loads are on the piping that serves the new water heater, the applicant must submit a gas piping layout (lengths, sizes, gas meter location, and gas input loads) for approval. ENERGY CONSERVATION 47. Specify, on the building plans, that all of the mandatory energy features are indicated on the plans and specifications or include a completed MF-1 R form on the plans. PLEASE SHOW ON THE SECTIONS THE RECOMMENDED R VALUE OF THE INSULATION OF THE ROOFS, THEN WALLS AND THE FLOORS. PLEASE HAVE THE DESIGNER SHOW THE R VALUE (30) OF THE INSULATION OF THE FLOOR ABOVE THE STORAGE IF NOT INSULATED/HEATED. THE SAME R VALUE SHOULD BE REFLECTED ON THE CF-IR FORM. EsGil Corporation In PartnersIlip with government for (13ui(ding Safety DATE: February 18, 2009 JURISDICTION: City of Carlsbad PLAN CHECK NO.: 08-2027 SET: III PROJECT ADDRESS: 2641 Vancouver Street PROJECT NAME: Vasse Addition El 6EELLQ6NT U PLAN REVIEWER U FILE The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. LI 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. Lii 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: David Jennings P.O. Box 144 Bonsall, CA 92003 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: pavjfi Jennings Date contacted: .72f(by9 ) Mail fr1e1eph0ne Fax y.kI Person LI REMARKS: By: Bert Domingo EsGil Corporation DGA [:1 MB LIEJ E] PC Telephone #: 760-521-1470 Fax #: 760-414-1049 Enclosures: 2/11/09 - 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858) 560-1468 • Fax(858)560-1576 RECHECK CORRECTION LIST JURISDICTION: City of Carlsbad PLAN CHECK NO.: 08-2027 PROJECT ADDRESS: 2641 Vancouver Street SET: III DATE PLAN RECEIVED BY DATE RECHECK COMPLETED: ESGIL CORPORATION: 2/11/09 February 18, 2009 REVIEWED BY: Bert FOREWORD (PLEASE READ):. This plan review is limited to the technical requirements contained in the Building Code, Plumbing Code, Mechanical Code, Electrical Code and state laws regulating energy conservation, noise attenuation and disabled access. This plan review is based on regulations enforced by the Building Department. You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department or other departments. The following items listed need clarification, modification or change. All items must be satisfied before the plans will be in conformance with the cited codes and regulations. The approval of the plans does not permit the violation of any state, county or city law. Please make all corrections on the original tracings and submit new complete sets of prints to: To facilitate rechecking, please identify, next to each item, the sheet of the plans upon which each correction on this sheet has been made and return this sheet with the revised plans. 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. 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? DYes UNo 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: Deliver all corrected sets of plans and calculations/reports directly to the City of Carlsbad Building Department, 1635 Faraday Ave., Carlsbad, CA 92008, (760) 602-2700. The City will route the plans to EsGil Corporation and the Carlsbad Planning, Engineering and Fire Departments. Bring one corrected set of plans and calculations/reports to EsGil Corporation, 9320 Chesapeake Drive, Suite 208, San Diego, CA 92123, (858) 560-1468. Deliver all remaining sets of plans and calculations/reports directly to the City of Carlsbad Building Department for routing to their Planning, Engineering and Fire Departments. NOTE: Plans that are submitted directly to EsGil Corporation only will not be reviewed by the City Planning, Engineering and Fire Departments until review by EsGil Corporation is complete. All sheets of plans must be signed by the person responsible for their preparation. (California Business and Professions Code. PLEASE HAVE THE DESIGNER SIGN EACH SHEET OF THE PLANS. Show mechanical ventilation in the toilet room and shower/bathtub area. Bathrooms shall be mechanically ventilated in accordance with the mechanical code (openable windows are no longer acceptable). CBC Section 1203.4.2.1. THE FAN SHOULD ALSO BE IN THE BATH ROOM. NOT JUST THE TOILET. Glazing in the following locations should be of safety glazing material in accordance with Section 2406.3 (see exceptions): Doors and enclosures for bathtubs and showers and in any portion of a building wall enclosing these compartments where the bottom exposed edge of the glazing is less than 60 inches above a standing surface. PLEASE SHOW TEMPERED FOR THE SHOWER DOOR IF GLASS. The skylight shown on the floor plan must be shown on the roof framing plans and elevations. Provide skylight details to show compliance with Sections 2404 and 2606.5, or specify on the plans the following information for the skylight(s): Manufacturer's name. Model name/number. ICC approval number, or equal. PLEASE SHOW ON THE PLANS THE ICC APPROVAL NUMBER OF THE SKYLITE. 14. The garage shall be separated from the residence and its attic area by not less than 1/2" gypsum board applied to the garage side (at walls). Garages beneath habitable rooms shall be separated by not less than 5/8" Type X gypsum board. Section 406.1.4. THE FIRE RATED DOOR FROM THE STORAGE SHOULD BE SELF CLOSING. 18. Sleepers and sills on a concrete or masonry slab that is in direct contract with earth shall be of naturally durable or preservative-treated wood. 113C, Section 2304.11.2.3. IT SEEMS NOT SHOWN ON SHEET I AS RESPONDED. . FRAMING 30. Provide lateral load calculations for shear panels, shear transfer and related. Section A106.1.1. a) PLEASE SHOW SHEAR TRANSFER DETAIL FROM THE DIAPHRAGM TO THE CORRESPONDING SHEAR WALLS. 12L PLEASE SHOW DETAIL HOW THE TOP PLATES OF THE EXISTING WOULD BE CONNECTED TO THE PROPOSED. PLEASE CROSS REFERENCE TO THE FRAMING PLANS. . PLUMBING Show water heater size (1st hour rating), type, and location on plans. PLEASE SHOW THE SIZE OF THE PIPES FOR THE TANKLESS WATER HEATER. PLEASE SHOW A SECTION TO REFLECT WHERE THE EXTERIOR END OF THE VENT UNDER THE SLAB WOULD STOP. ENERGY CONSERVATION Provide plans, calculations or worksheets to show compliance with current energy standards.. PLEASE COMPLETE THE BLANKS SHOWN ON THE CF-1 R FOR THE TANKLESS HEATER. The regulations require a properly completed and properly signed Form CF-1 R (4 pages) to be either imprinted on the plans, taped to the plans or "sticky backed" on the plans, to allow the building inspector to readily compare the actual construction with the requirements of the approved energy design. PLEASE SEE ITEM 45 ABOVE. Specify, on the building plans, that all of the mandatory energy features are indicated on the plans and specifications or include a completed MF-I R form on the plans. PLEASE SHOW ON THE SECTIONS THE RECOMMENDED R VALUE OF THE INSULATION OF THE ROOFS, THEN WALLS AND THE FLOORS. Show on the plans compliance with the residential energy lighting requirements (Mandatory requirement): FOR CLARITY, PLEASE SHOW ON THE PLANS THE CONTROLS AND FIXTURE TO VERIFY COMPLIANCE FOR THE ENERGY REQUIREMENTS. In bathrooms, garages, laundry rooms, and utility rooms all fixtures must be high efficacy style or be controlled by a manually-on occupancy sensor. All other rooms require any installed fixtures to be high efficacy or be controlled by a manually-on occupancy sensor or dimmer. (Closets under 70 square feet are exempt). Note: Generally a high efficacy style of fixture is fluorescent complete with electronic ballasts. Regular incandescent, quartz halogen and halogen MR lamps do not comply. END OF REVIEW To speed up the review process, note on this list (or a copy) where each correction item has been addressed, i.e., plan sheet, note or detail number, calculation page, etc. Please indicate here if any changes have been made to the plans that are not a result of corrections from this list. If there are other changes, please briefly describe them and where they are located in the plans. Have changes been made to the plans not resulting from this correction list? Please indicate: Yes El No U The jurisdiction has contracted with Esgil Corporation located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123; telephone number of 858/560-1468, to perform the plan review for your project. If you have any questions regarding these plan review items, please contact Bert Domingo at Esgil Corporation. Thank you EsGil Corporation In (Partners/lip wit/i çovernment for (IJui(iIing Safety DATE: February 6, 2009 <U NtREVIEWER ANT JURISDICTION: City of Carlsbad U FILE PLAN CHECK NO.: 08-2027 SET: II PROJECT ADDRESS: 2641 Vancouver Street PROJECT NAME: Vasse 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. 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: David Jennings P.O. Box 144 Bonsall, CA 92003 . 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: David Jennings Telephone #: 760-521-1470 Date contacted: :?-/1/0 1 (byj/3 Fax #: 760-414-1049 Mail VTe1ephone Fax.'In Person REMARKS: IT SEEMS THAT THE SUBMITTED PLANS FOR THIS CYCLE ARE THE SAME AS THE 1ST SUBMITTAL. THERE IS NO RESPONSE FOR EACH CORRECTION ALSO FOR RECHECK. THE DESIGNER CALLED ME UP TWICE (2/5 & 6) TO REPLACE THE SUBMITTED PLANS BUT, TO DATE NO NEW SUBMITTAL WERE MADE. THEREFORE, THE CORRECTION LIST DATED 11/14/2008 IS STILL IN EFFECT. WE MAY NOT CHECK THE PLANS AGAIN IF THERE WILL BE NO RESPONSE FOR EACH CORRECTION AND CORRESPONDING CHANGE ON THE PLANS. By: Bert Domingo Enclosures: EsGil Corporation 0 GA 0 MB El EJ 0 PC 2/2/09 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858) 560-1468 • Fax (858) 560-1576 EsGil Corporation In (Partnership with government for (Building Safety DATE: 11/14/2008 0 APPLICANT JURISDICTION: City of Carlsbad o PLAN REVIEWER 0 FILE PLAN. CHECK NO.: 08-2027. SET: I PROJECT ADDRESS: 2641 Vancouver Street PROJECT NAME: Vasse 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. 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: David Jennings P.O. Box 144 Bonsall, CA 92003 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: David Jennings Date Mail Telephone L/"Fax ,/In Person III REMARKS: By: Aaron Goodman EsGil Corporation DGA [:1 MB DEJ Dpc Telephone #: 760-521-1470 Fax #: 760-414-1049 Enclosures: 11/06/2008 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858) 560-1468 • Fax (858) 560-1576 PLAN REVIEW CORRECTION LIST SINGLE FAMILY DWELLINGS AND DUPLEXES PLAN CHECK NO.: 08-2027 JURISDICTION: City of Carlsbad PROJECT ADDRESS: 2641 Vancouver Street FLOOR AREA: Existing Dwelling: 2,864 Proposed Dwelling Addition: 428 REMARKS: DATE PLANS RECEIVED BY JURISDICTION: DATE INITIAL PLAN REVIEW COMPLETED: 11/14/2008 STORIES: 2 HEIGHT: 25'- DATE PLANS RECEIVED BY ESGIL CORPORATION: 11/06/2008 PLAN REVIEWER: Aaron Goodman FOREWORD (PLEASE READ): This plan review is limited to the technical requirements contained in the International Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and access for the disabled. This plan review is based on regulations enforced by the Building Department. You may have other corrections based on laws and ordinance by the Planning Department, Engineering Department, Fire Department or other departments. Clearance from those departments may be required prior to the issuance of a building permit. Present California law mandates that construction comply with the 2007 edition of the California Building Code (Title 24), which adopts the following model codes: 2006 IBC, 2006 UPC, 2006 UMC and 2005 NEC. The above regulations apply, regardless of the code editions adopted by ordinance. The following items listed need clarification, modification or change. All items must be satisfied before the plans will be in conformance with the cited codes and regulations. Per Sec. 105.4 of the 2006 International Building Code, the approval of the plans does not permit the violation of any state, county or city law. To speed up the recheck process, please note on this list (or a copy) where each correction item has been addressed, i.e., plan sheet number, specification section, etc. Be sure to enclose the marked up list when you submit the revised plans. 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: Deliver all corrected sets of plans and calculations/reports directly.to the City of Carlsbad Building Department, 1635 Faraday Ave., Carlsbad, CA 92008, (760) 602-2700. The City will route the plans to EsGil Corporation and the Carlsbad Planning, Engineering and Fire Departments. Bring one corrected set of plans and calculations/reports to EsGil Corporation, 9320 Chesapeake Drive, Suite 208, San Diego, CA 92123, (858) 560-1468. Deliver all remaining sets of plans and calculations/reports directly to the City of Carlsbad Building Department for routing to their Planning, Engineering and Fire Departments. NOTE: Plans that are submitted directly to EsGil Corporation only will not be reviewed by the City Planning, Engineering and Fire Departments until review by EsGil Corporation is complete. All sheets of plans must be signed by the person responsible for their preparation. (California Business and Professions Code). Plans deviating from conventional wood-frame construction shall have the structural portions signed and sealed by the California state licensed engineer or architect responsible for their preparation, along with structural calculations.. (California Business and Professions Code). The dimensions from plans to elevations do not match. Please coordinate. Provide a statement on the Title Sheet of the plans, stating that this project shall comply with the 2007 California Building Code, which adopts the 2006 IBC, 2006 UMC, 2006 UPC and the 2005 NEC. Please revise the section numbers and notes on the plans to match the 2006 IBC, as adopted by California. Show locations of permanently wired smoke alarms with battery backup as follows (Section 907.2.10.1.2): Inside each bedroom. On the ceiling or wall outside of each separate sleeping area in the immediate vicinity of bedrooms. In each story within a dwelling unit, including basements. NOTE: Where more than one smoke alarm is required to be installed within a unit, the smoke alarms shall be interconnected in such a manner that the activation of one alarm will activate all of the alarms in the unit. Section 907.2.10.3. Where an addition, alteration or repair to an individual, dwelling unit or guestroom in Group R requires a permit, battery-operated smoke alarms shall be installed in the existing construction in accordance with the preceding item. Section 907.2.10.5.2. Show mechanical ventilation in the toilet room and shower/bathtub area. Bathrooms shall be mechanically ventilated in accordance with the mechanical code (openable windows are no longer acceptable). CBC Section 1203.4.2.1. Glazing in the following locations should be of safety glazing material in accordance with Section 2406.3 (see exceptions): a) Doors and enclosures for bathtubs and showers and in any portion of a building wall enclosing these compartments where the bottom exposed edge of the glazing is less than 60 inches above a standing surface. The skylight shown on the floor plan must be shown on the roof framing plans and elevations. Provide skylight details to show compliance with Sections 2404 and 2606.5, or specify on the plans the following information for the skylight(s): Manufacturer's name. Model name/number. ICC approval number, or equal. Draftstopping shall be installed in attics, such that any horizontal area does not exceed 3,000 square feet. Please show the location on the roof framing plan and the construction of this draft stop. Section 717.4.3. Show the required attic ventilation or each draft stopped area on the plans. Show "area required" and "area provided." The net free ventilating area shall not be less that 11150th of the area of the space ventilated. Further, 50% of the opening area must be provided with ventilators in the upper portion (at least 3' above eave or cornice) with the balance of ventilators provided by eave or cornice vents. Exception: 11300th ventilation area is permitted where, in addition to the requirementsabove, a vapor retarder is installed on the warm side of the attic insulation. Section 1203.2. Show location of attic access to each draft stopped area with a minimum size of 22"x30", unless the maximum vertical headroom height in the attic is less than 30 inches. Access must be provided to each separated attic area. Section 1209.2. The garage shall be separated from the residence and its attic area by not less than 1/2" gypsum board applied to the garage side (at walls). Garages beneath habitable rooms shall be separated by not less than 5/8" Type X gypsum board. Section 406.1.4. Garages are not permitted to open into a room used for sleeping purposes. Section 406.1.4. Show distance from foundation to edge of cut or fill slopes ("distance-to- daylight") and show slope and heights of cuts and fills. Figure 1805.3.1. Note on plans that surface water will drain away from building and show drainage pattern. The grade shall fall a minimum of 5% within the first 10 feet (2% for impervious surfaces). Section 1803.3. Sleepers and sills on a concrete or masonry slab that is in direct contract with earth shall be of naturally durable or preservative-treated wood. IBC, Section 2304.11.2.3. Show foundation bolt size and spacing. Foundation bolt size and spacing for braced walls must be clearly shown on the foundation plan. Sill plate size and anchorage. 1I Anchor bolts shall be provided with square washers in accordance withSection 2305.3.11. Show the 3" square x 0.229" plate on the plans. Show size, embedment and location of hold down anchors on foundation plan. Section A106.1.1. . FRAMING Provide complete structural -details on the plans with cross referencing as needed to show the structural framing will comply with the design calculations and building code requirements. Section A106.1.1. Provide minimum structural specifications on the plans to show that all structural materials will comply with the design calculations and building code requirements. Section A106.1.1. Provide truss details and truss calculations for this project OR provide a prominent note on the title sheet, cover sheet, of the plans stating that trusses are deferred. If provided, specify on the plans the truss identification numbers. Provide roof framing plan and floor framing plan. Section A106.i.1. At valleys and hips, there shall be a single valley of hip rafter not less than 2-inch nominal thickness and not less in depth than the cut end of the rafter. Section 2308.10.4. Provide framing sections in both the N/S and E/W direction. A section is called out on sheet I and is reference to sheet 3. Please provide sheet 3 or correct the reference. Section A106.1.1. Provide vertical load calculations for framing members and footings. Show all loads and the load path from the roof to the foundation. Section A106.1.1. The calculations should use a roof live load of 20 psf. This may be reduced for pitch, but for 4:12 roofs the roof live load may not be reduced below 20 psf. This differs from previous codes. Section 1607.11.2.1. Provide lateral load calculations for shear panels, shear transfer and related. Section Al 06.1.1. The following design loads shall be clearly indicated on the construction documents. (Section 1603.1) Floor live load. Uniformly distributed, concentrated, and impact live load, including any live load reductions used, should be Indicated. Roof live load. Each roof live load used should be indicated. Wind load. The following information should be provided, (Section 1603.1.4) Basic Wind speed (3-second gust), mph Wind importance factor, I, and building category. Wind exposure Applicable internal pressure coefficient Components and cladding (the design wind pressure in terms of.psf to be used for the design of exterior component and cladding materials not specifically designed by the registered design professional Seismic design data. The following information should be provided. (Section 1603.1.5) o Seismic importance factor, lE and occupancy category Mapped spectral response accelerations Ss and Si Site class Spectral response coefficients SDS and S01 Seismic design category Basic seismic-force-resisting system(s) Design base shear Seismic response coefficient(s), Cs Response modification factor(s), R Analysis procedure used. Special Inspection for Seismic Resistance Special inspection for seismic resistance shall be noted on the plans for the following conditions in accordance with Section 1707. Seismic Design Cate Special inspection required C, D, E, and F • Structural wood*, structural welding, and cold form steel framing in "seismic-force-resisting systems" ** * Special inspection is not required for wood where the fastener spacing of the sheathing is more than 4" on center. ** The part of the structural system that has been considered in the design to provide the required resistance to the prescribed seismic forces. (Section 1613.1) A Statement of Special Inspections, prepared by the registered design professional in responsible charge, shall be submitted. This statement shall include a complete list of materials and work requiring special inspection, the inspections to be performed and an indication whether the special inspection will be continuous or periodic. Section 1705.2. Additional requirements for MINbi (Conventional construction). Structures of conventional light-frame construction in SDC D and E, as determined in Section 1616, should conform to Sections 2308.12.1 through 2308.12.9, in addition to the requirements for SDC B and C in Section 2308.11. Braced wall line spacing. Spacing between interior and exterior braced wall lines shall not exceed 25 feet. (Section 2308.12.3) Braced wall line sheathing. Braced wall panels should be clearly indicated on the plans. Braced wall lines should consist of braced wall panels that meet the requirements for location, type, and amount of bracing specified in Table 2308.12.4. Braced wall panels should be in line or offset from each other by not more than 4 feet. Braced wall panels should start at not more than 8 feet from each end of a braced wall line. A designed collector should be provided if the bracing begins more than 8 feet from an end of a braced wall line in. Construction of braced wall panels should be by one of the methods prescribed by this section. Steel plate washers. Steel plate washers shall be placed between the foundation sill plate and the nut. Such washers shall be a minimum of 0.229" by 3" by 3" in size. (Section 2308.12.8) MECHANICAL 35. Show on the plans the location, type and size (BTU's) of all heating and cooling appliances or systems. . ELECTRICAL 36. Show on the plan the amperage of the electrical service, the location of the service panel and the location of any sub-panels: If the service is over 200 amperes, submit a single line diagram, panel schedules, and provide service load calculations. 37. Note on the plans that receptacle outlet locations will comply with CEC Article 210.52(A). 38. Per CEC Article 210.11(C)3, note on the plans that bathroom circuiting shall be either: A 20 ampere circuit dedicated to each bathroom, or At least one 20 ampere circuit supplying only bathroom receptacle outlets. 39. Show on the plans a wall receptacle adjacent to each lavatory in the bathroom. CEC Article 210.52(D). 40. Show at least one wall switch-controlled lighting outlet to be installed in every habitable room; in bathrooms with electric power;' and at the exterior side of outdoor entrances or exits. CEC Article 210.70(A). 41. Provide GFCI protection to all 125-volt, single-phase, 15- and 20- ampere receptacles installed in bathrooms, laundries, and outdoors. CEC Article 210.8. . PLUMBING 42. Show water heater size (1st hour rating), type, and location on plans. 43. Provide a, note on the plans: The control valves in bathtubs, whirlpool bathtubs, showers and tub-shower combinations must be pressure balanced or thermostatic mixing valves. CPC Section 414.5 and 418.0. 44. Specify on the plans: Water conserving fixtures: New water closets shall use no more than 1.6 gallons of water per flush, lavatories and kitchen faucets may not exceed 2.2 GPM, and showers may not exceed 2.5 GPM of -flow. CPC Section 402.0. . ENERGY CONSERVATION 45. Provide plans, calculations or worksheets to show compliance with current energy standards. 46. The regulations require a properly completed and properly signed Form CF-1 R (4 pages) to be either imprinted on the plans, taped to the plans or "sticky backed" on the plans, to allow the building inspector to readily compare the actual construction with the requirements of the approved energy design. 47. Specify, on the building plans, that all of the mandatory energy features are indicated on the plans and specifications or include a completed MF-1 R form on the plans. 48. Show on the plans compliance with the residential energy lighting requirements (Mandatory requirement): In bathrooms, garages, laundry rooms, and utility rooms all fixtures must be high efficacy style or be controlled by a manually-on occupancy sensor. All other rooms require any installed fixtures to be high efficacy or be controlled by a manually-on occupancy sensor or dimmer. (Closets under 70 square feet are exempt). Note: Generally a high efficacy style of fixture is fluorescent complete with electronic ballasts. Regular incandescent, quartz halogen and halogen MR lamps do not comply. 49. The replacement windows in an alternation must meet the U-factor and Solar Heat Gain Coefficient (SHGC) of Package "D". (Prescriptive requirement) 50. The window schedule shall clearly describe the required U-factor and solar heat gain coefficient (SHGC) values and demonstrate compliance with the Title 24 energy calculations. END OF REVIEW To speed up the review process, note on this list (or a copy) where each correction item has been addressed, i.e., plan sheet, note or detail number, calculation page, etc. Please indicate here if any changes have been made to the plans that are not a result of corrections from this list. If there are other changes, please briefly describe them and where-they are located in the plans. Have changes been made to the plans not resulting from this correction list? Please indicate: Yes 13 No U 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 Aaron Goodman at Esgil Corporation. Thank you (DO NOT PAY— THIS IS NOT AN INVOICE] VALUATION AND PLAN CHECK FEE JURISDICTION: City of Carlsbad PLAN CHECK NO.: 08-2027 PREPARED BY: Aaron Goodman DATE: 11114/2008 BUILDING ADDRESS: 2641 Vancouver Street Set: I BUILDING OCCUPANCY: R-3 / U TYPE OF CONSTRUCTION: V-B BUILDING' PORTION AREA (Sq. Ft.) Valuation Multiplier . Reg. Mod. VALUE ($) Dwelling Addition 428 121.94. 52,190 Air Conditioning Fire Sprinklers TOTAL VALUE 52,190 Jurisdiction Code 1cb jBy Ordinance .......... I I $432.08 I Bldg. Permit Fee by Ordinance Plan c inai : . I $280.851 Type of Review: El Complete Review j Structural Only E Repetitive Fee D Other Repeats Hourly Hour * Esgil Plan Review Fee $241.96 Comments: Sheet 1 of 1 macvalue.doc 4 City of Carlsbad IE1.I'A'I1 4 BUILDING PLANCHECK CHECKLIST - DATE: 4 1jV PLANCHECK NO.: CB £0Wo27 BUILDING AI6DF'ESS: ow Yf if,tu r- 5I- PROJECT DESCRIPTION: L.Pç ASSESSOR'S PARCEL NUMBER: /7-' '12 %' EST. VALUE: ENGINEERING DEPARTMENT APPROVAL The item you have submitted for review has been approved. The approval is based on plans, information and/or specifications provided in your submittal; therefore any changes to these items after this date, including field modifications, must be reviewed by this office to insure continued conformance with applicable codes. Please review carefully all comments attached, as failure to comply with instructions in this report can result in suspension of permit to build. 0 A Right-of-Way permit is required prior to construction of the following improvements: DENIAL Please see\ attached report of deficiencies marked wit Make necessary corrections to plans or specifi6atikns for compliance with applicable codes and standards. Submit corrected plans and/or specifications to this office forreview. Date: MOON BUILDING PERMlT II BY: ,ç FOR OFFICIAL USE ONLY ENGINEERING AUTHORIZATION TO ISSUE I' Date: Dedication Application El Dedication Checklist 0 Improvement Application Improvement Checklist Neighborhood Improvement Agreement Grading Permit Application El Grading Submittal Checklist El Right-of-Way Permit Application Right-of-Way Permit Submittal Checklist and Information Sheet Storm water Applicability Checklist ENGINEERING DEPT. CONTACT PERSON Name: - JOANNE JUCHNIEWICZ City of Carlsbad Address: 1635 Faraday Avenue, Carlsbad, CA 92008 Phone: (760) 602-2775 CFD INFORMATION Parcel Map No: Lots: Recordation: Carlsbad Tract: ":F:WUILDINGI$98;5EqggMttayoAvenue • Carlsbad, CA 9200-7314. (760) 602-2720 • FAX (760) 60282 BUILDING PLANCHECK CHECKLIST /lA7 #10/$ [Ic7 tfoV 1. Provide a fully dimensioned site plan drawn to scale. Show: .A. North Arrow F. Right-of-Way Width & Adjacent Streets B. Existing & Proposed Structures G. Driveway widths C. Existing Street Improvements H. Existing or proposed sewer lateral c7 Property Lines . I. Existing or proposed water service Easements 17 t 6-7-o,3' J. Existing or ptoposed irrigation service . 2. Shàw on site plan: wmi (VF V I ' I A flriririAm DIfrrie lid - a-i. I uI I III I I Building pad surface drainage must maintain a minimum slope of one percent towards an adjoining street or an approved drainage course. ADD THE FOLLOWING NOTE: "Finish grade will provide a minimum positive drainage of 2% to swale 5' away from building." Existing & Proposed Slopes and Topography Size, type, location, alignment of existing orproposed 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 X standards. 3. • •• • . Include on title sheet: A. Site address • • Assessor's Parcel Number 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 F:SUII.OING PLANCHECK CKLST FORM.doc • • • • •• •,. •• • ...• • • • Rev. 7114100 BUILDING PLANCHECK CHECKLIST 1ST 2ND 3RD DISCRETIONARY APPROVAL COMPLIANCE 0 0 4a. Project does not comply with the following Engineering Conditions of approval for ProjectNo._________________________________________________________ El 0 0 4b.,All conditions are incompliance. Date: DEDICATION REQUIREMENTS A. 0 0 5. Dedication 'for all street Rights-of-Way adjacent to the building site and, any storm 1 drain or utility easements on the building site is required for all new buildings and for remodels with a value at or exceeding $ 17.000 , pursuant to Carlsbad Municipal Code Section 18.40030. Dedication required as follows: . . . .. Dedication required. Please have a registered Civil Engineer or Land Surveyor prepare the appropriate legal description together with an 8 1/2" / 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 odedication process. Submit the completed application form with the required checklist items and fees to the Engineering Department in person. Applications will not be accept by mail or fax. Dedication completed by: Date: IMPROVEMENT REQUIREMENTS 6a. All needed public improvements upon and adjacent to the building site must be constructed at time of building construction whenever the value of the • construction exceeds $ 82.000 , pursuant to Carlsbad Municipal Code Section 18.40.040. Public improvements required as follows:'________________________________ Attached please find an application form and submittal 'checklist' for the public improvement requirements. A registered Civil Engineer must prepare the appropriate improvement plans and submit them together with the requirements on the attached checklist to the Engineering Department through a separate plan check process. The completed application form and the requirements on the F:8UILOING PLANCHECK CKLST PORM,dOC . 3 . •; ' '•'.. - :''' Rev. 7114100 BUILDING PLANCHECK CHECKLIST 1ST 2ND 3RD checklist must be submitted in person. Applications by mail or fax are not accepted. Improvement plans must be. approved, apprppriate securities posted and fees paid prior to issuance of building permit. . Improvement Plans signed by: Date:.... O 0 0 6b. Construction of the public improvements may be deferred pursuant to Carlsbad Municipal Code Section 18.40. Please submit a recent property title report. or current grant deed on the property and processing fee of $430 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: . 0 0 El 6c. Enclosed please find your Neighborhood Improvement Agreement. Please return agreement signed and notarized to the Engineering Department. - Neighborhood Improvement Agreement completed by: Date: El LI 6d. No Public Improvements required. SPECIAL NOTE: Damaged or defective / . improvements found adjacent to building site must be répairéd to the satisfaction of the City Inspector prior to occupancy. . GRADING PERMIT REQUIREMENTS The conditions that invoke the need for a grading permit are found in Section 15.16.010 of the Municipal Code. . . DD 0 00 El 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. 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 rouah' grading approval obtained prior to issuance of a Building Permit. . Grading Inspector sign off by: . , Pate: •,, ''' . El..D 0 7c. Graded Pad Certification required. (Note: Pad certification may be required even if a grading permit is not required.) 'F.BUILDING PLANCHEcK KLST FORM.dOC . 4 ' -' . " Rev. 7II4OO BUILDING PLANCHECK CHECKLIST .. 1STAND 3RD . El El 7d No Grading Permit required. . El 0 0 7e. If grading is not required, write "No Grading" on plot plan. MISCELLANEOUS PERMITS iEtiN' 0 El 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 drain, sewer and water utilities. Right-of-Way permit required for: INDUSTRIAL WASTE PERMIT If your facility is located in the City of Carlsbad sewer service area, you need to contact the Carlsbad Municipal Water District, located at 5950 El Camino 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 7138, for assistance. Waste permit accepted by: Date: NPDES PERMIT Complies with the City's requirements of the National Pollutant Discharge Elimination System (NPDES) permit. The applicant shall provide best management practices to reduce surface pollutants to an acceptable level prior to discharge to sensitive areas. Plans for such improvements shall be approved by te City Engineer prior to issuance of grading or building permit, whichever 6ccurs first. . . . . A'O:a.STORM WATER COMPLIANCE FORM V . . . ( quires PSWP (project storm water permit): #f'o6970 Tier I/Tier II (Requires SWPPP) - Please complete attached forms Exempt - Please complete attached exemption form ato 6us .. 11 FEES .: o ettu!red fees are attached , 7No fees required • . . U I F:BUILDlNGPLANCHEcK CKLST FORM.doc . . .... .Rev. 7114100 BUILDING PLANCHECK CHECKLIST WATER METER REVIEW ST 2N0 3RD O11 El U 12a. Domestic (potable) Use Ensure that. the meter proposed by the owner/developer is not oversized. Oversized meters are inaccurate during low-flow conditions. If it is oversized, for the life of the meter, the City will not accurately bill the owner for the water used. All single family dwelling units received "standard" 1" service with 5/8" service. 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 basis to limit multiple trenching into the street). .0 U 12b. Irrigation Use (where recycled water is not available) All irrigation meters must be sized via irrigation calculations in gpm) prior to approval. The developer must provide these calculations. Please follow these guidelines: If the project is a newer development (newer than 1998), check the recent improvement plans and observe if the new irrigation service is reflected on the improvement sheets. If so, at the water meter station, the demand in gpm may be listed there. Irrigation services are listed with a circled "I", and potable water is typically a circled "W". The irrigation service should look like: Q STA 1+00 Install 2" service and 1.5: 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 wI a right of way permit of course), then the applicant must provide irrigation calculations for estimated worst-case irrigation demand (largest zone with the farthest reach). Typically, Larry Black has already reviewed this if landscape plans have been prepared, but the applicant must provide the calculations to you for your use. Once you have received a good example of irrigation calculations, keep a set for your reference. In general the calculations will include: Hydraulic grade line Elevation at point of connection (POC). • Pressure at POC in pounds per square inch iPSl) • 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 F:8UILDING PLANCHECK CKLST FORM.doc 6 Rev. 7114100 BUILDING PLANCHECK CHECKLIST 1ST 2ND 3RD 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 service boundary, the City intends on switching these, irrigation services/meters to a new recycled water line in the future. 0 0 12c. Irrigation Use (where recycled water is available) Recycled water meters are sized the same as the irrigation meter above. . If a project fronts a street with recycled wateri 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. 0 0 0 13. Additióñai Comments: . F:BUILDING PLANCHECK CKLST FORM.doc . :; ... . . • .. . ...... Rev. 7114100 - - - i5~ -- JJ1fI1 J ] i"JM 1ix ui L Refresh 7/A IIEJ __ ap C Sevier Structure H AF 'f k7I i41 0 o Sewer Main I fill h/ti Water Water Hydrant Ffi U ( liii Water Service Slope 2005 fT 0) Water Bodies Contour Lines 2005 lit( Parcel 0 Building Permits 173 0 Planning Projects Home Owners V JLJ Cfl Hazard Map bY 0 41N - 0 Zones/FloodWays LAI k;fstartl I 0 00 6 0 r PER,. I 11:55 AM CITY OF CARLSBAD STANDARD FORM - TIER 1 STORM WATER POLLUTION PREVENTION PLAN /Uyp*dIsnwIns=ftgmycfwu*Ww ac Con SWP . / My Iin4ei1 Is not IoGaSsd kwlds orwlthhi 200 fW al'a anvhoimisilily 'ansltivs with a .lgnlcsM pitdIsItwoonbtutln pcIt. nasty r.csMng Ins by way at No.. wulur ninaif or non-staim wulir dIIU1vS(S) __ / My sujs doss nul requires a gadhig Ow pwuus,d to th C___ad Groding OWkwm (Chjtar 15.11 allis Cadubad IAjnIcisI Cods) / My project WI not rss In 2,500 squse fist or mars at solIs dlskubsncs Including any ai.od cann I al g*p&, pswmsnt norawaL .qumsM 'm a rulusing and ok In somes that to ans or moiw at the .IdPk1i Iowitig a1Ia Ioculsd withIn 200 he at an snvkoflmaiIy iuniltivs avem or the Ps Oos and bsd.'ssIsIodona dope wh.g,ad.ator exceeding 5 ID I wordook, andInr dlstarbsdaes le kwalod Wong orwltt*130 led 0ta stonn*uln kat. an open dr.In.gs cliannal or wuluroauius; andlor cavualIan will be kdttatsd dtwfrig ths raIny 'asian or will sitand bib the rulny aw'n (OcL I through AM 20). I CERTIFY TO THE BEST OF MY KNOWLEDGE THAT ALL OF THE ABOVE CHECKED STATEMENTS ARE TRUE AND CORRECT. I AM SUBMITTING FOR crry APPROVAL A TIER I CONSTRUCTION SWPPP PREPARED IN ACCORDANCE WITH THE REQUIREMENTS CF CITY STANDARDS. UNDERSTAND AND ACKNOWLEDGE THAT I MUST: (1) IMPLEMENT BEST MANAGEMENT PRACTICES (BMPS) DURING CONSTRUCTION ACTIVITIES TO THE MAXIMUM EXTENT PRACTICABLE TO MINIMIZE THE MOBILIZATION OF POLLUTANTS SUCH AS SEDIMENT AND TO MINIMIZE THE EXPOSURE OF STORM WATER TO CONSTRUCTION RELATED POLLUTANTS; AND, (2) ADHERE TO, AND AT ALL TIMES, COMPLY WITH THIS CITY APPROVED TIER I CONSTRUG!!ION SWPPP THROUGHTOUT THE DURATION OF THE CQNSUC'IION ACTIVITIES UNTIL THE CONSTRUCTION WORK I8tOMPLETE AND APPROVED BY THE ALL NECESSARY EQUIPMENT AND MATERIALS SHALL BE AVAILABLE ON SITE TO FACILITATE RAPID INSTALLATION OF EROSION AND SEDIMENT CONTROL BMPS WHEN RAIN IS EMEJENT. THE OWNERONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN- OFF PRODUCING RAINFALL. THE OWNERsVONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEERING OR BUILDING INSPECTOR DUE TO UNCOMPLETED GRADING OPERATIONS OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. ALL REMOVABLE PROTECTIVE DEVICES SHALL BE IN. PLACE AT THE END OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40%). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. S. ALL GRAVEL BAGS SHALL BE BURLAP TYPE WITH 3/4 INCH MINIMUM AGGREGATE. 6. ADEQUATE EROSION AND SEDIMENT CONTROL AND PERIMETER PROTECTION BEST MANAGEMENT PRACTICE MEASURES MUST BE fi4STATTfl AND MAINTAINED. PQIzCT MAMN Sits Adè ,t'/ j1LI t'3d '—'-'s Pusul N _IC 7- P—Ia CoratnadoePsiwitNo.: O WED E4 Coesunden SW Dan - E C N 24hoiwPbcer___________ Pucslv.d Thee to s2taft& Qu.lity 0 M.dh If nkdi.n. box it 'u"-& plea ihsst -,-'i wo,k 'a aid Incali ci — aid B For City Uue Only CITY OF CARLSBAD am "pxwq 5WN5 AOENT NAME I!IONATU1E) DATE Approved By Data: _g MINIMA UI UOIUUIUUUIU1AJIiULIIiI _____ - - L(:z.• ------------ - ----__------ - - - - ------------- - r=:i:-r' Y: -- - • - - - - - - - _ - .7 1117=77-1 - ----------- - • - --------- a - --------- — - • ------------ - --------- — • ------------ - ------------ a - --------- — __ - ictiaea: Begin by reviewing the list of construction activities and checking the box to the left of any activity that will occur during the proposed couisucticn. Add any other activity descriptions in the blank activity description boxes provided for that pwose and Phee a check in the box immediately to the left of the added activity description. For each activity descuibed, pick one or main best mampment practices (BMPs) flora the list locaird alan the top of the form. Then place an in the box at the place wbere the activity row intersects with the BMP cobmin. Do this for such activity that was cbecked, off and for each of the selected BMPs selected from the list For Rumple - If the project includes oile accessacross dirt, then dock the box to the I.ft of "Site Access Across Dirt". Than review the list for .n.vwlhiiig that applies such as "Stabilized Casistiuciasi Ingress/Egresi" under Tr.i1th15 Ccnti'oL Follow along the "Site Access Across Dirt" row until you get to the "Stabilized Construction Ingress/Egreu" column and place an in the box where the two meet As another fxafl* saY the project included a stockpile that you intend to cover with a plastic sheet. Since plastic sheeting is not on the list of BMPs, then write in -Cam me platic" a the blank cahum under the beadin boslon .PxtrniB?s. Then place an in the box where "Stockpiling" row intersects the new "Cover with Plastic" column. To learn more about who each BMP description memos YOU my Wish to review the BMP Reference Hiadnut prepared to assist applicants in the selection of appropriate But Management Practice meaawes. The iiuce also explains the California StormwalcrQuality Association (CASQA) designation and how to apply the various selected BMPs to a project Page 2 of PLANNING/ENGINEERING APPROVALS PERMIT NUMBER DATE 11/4/08 ADDRESS 2641 VANCOUVER ST RESIDENTIAL ADDITION- POOL/SPA MINOR (17,000.00) TENANT IMPROVEMENT RETAINING WALL COMPLETE OFFICE BUILDING VILLAGE FAIRE OTHER ADDITION-PREVIOUS ADDITION UNDER C0043022 HAD MEASURED THE FRONTYARD SETBACK WRONG AND THEREFORE THE NOTE IN THE FILE UNDER C0043022 IS NO LONGER APPLICABLE. PLANNER GINA RUIZ DATE 11/5108 ENGINEER DATE APPROVAlS GEOCONS • INCORPORATED GEOTECHNICAL CONSULTANTS (Iv®r) Project No. 07405-22-0 1 October 4, 2004 David Jennings Post Office Box 2351 Carlsbad, California 92018 t References: 1 Final Report of Testing and Observation Services During Mass Grading Operations for Carlsbad Tract No. 74-3 (Spinnaker Point), dated September 13, 1983 (Project No. D-0684-M02). Gentlemen: This letter has been prepared to update the status and applicability of the referenced getechnical report. In order to prepare this update letter, we have reviewed the referenced report, performed a site visit, and discussed site details with you. We understand that proposed improvements will consist of constructing additions to the existing residence. Based on review of the referenced report and the site visit, the proposed residence is underlain by Torrey Sandstone consisting of dense silty sand. We understand that the proposed improvements will consist of additions to the north and west side of the existing residence. The area is currently covered by hardscape. The additions will be supported on a conventional shallow foundation system with a concrete slab-on-grade floor system. The recommendations in the project soils report (Reference 1) remain applicable to the proposed addition. The foundation recommendations are reiterated here with updated seismic design parameters. 6960 Flanders Drive • San Diego, California 92121-2974 • Attention: Mr. David Jennings Subject: VASSE RESIDENCE ADDITION 2641 VANCOUVER STREET SPINNAKER POINT LOT NO. 6 CARLSBAD, CALIFORNIA UPDATE GEOTECHNICAL LETTER 1 The following table summarizes site-specific seismic design criteria obtained from the 1997 Uniform Building Code (UBC). The values listed in Table 1 are for the Rose Canyon Fault (located approximately 7 miles west of the site), which is identified as a Type B fault. TABLE I SEISMIC DESIGN PARAMETERS Parameter Value UBC Reference Seismic Zone Factor, Z 0.40 Table 16-I Soil Profile Type Sc Table 16-J Seismic Coefficient, Ca 0.40 Table 16-Q Seismic Coefficient, C., . 0.56 Table 16-R Near-Source Factor, Na 1.0 Table 16-S Near-Source Factor, N., 1.0 Table 16-T Seismic Source B Table 16-U Shallow foundations for the structure addition should consist of continuous strip footings and/or isolated spread footings. Continuous footings should be at least 12 inches wide and extend at least 12 inches below lowest adjacent grade into competent compacted fill or undisturbed formational material. Isolated spread footings should have a minimum width of 2 feet and should extend at least 12 inches below lowest adjacent grade. Steel reinforcement for continuous footings should consist of at least two No. 4 steel reinforcing bars placed horizontally in the footings; one near the top and one near the bottom. Steel reinforcement for the spread footings should be designed by the project structural engineer. The recommended allowable bearing capacity for foundations bearing in properly compacted fill or formational materials is 2,000 pounds per square foot (psf). The value presented above is for dead plus live loads and may be increased by one-third when considering transient loads due to wind or seismic forces. Concrete slabs-on-grade should be designed in accordance with the project soils report referenced above. Project foundation plans should be reviewed to evaluate whether the recommendations of the referenced soils report and this update report are incorporated into design. Foundation excavations should be observed by the Geotechnical Engineer (a representative of Geocon Incorporated) prior to the placement of reinforcing steel and concrete to verify that the exposed soil conditions are consistent with those anticipated. Project No. 07405-22-01 -2 - October 4, 2004 ~ vl 6 ''", . If you have any questions regarding this letter, or if we may be of further service, please contact the undersigned at your convenience. Very truly yours, GEOCON INCORPORATED ' ài Joseph J. Vettel GE 2401 JJV:anh (4) Addressee Is Project No. 07405-22-01 - 3 - October 4, 2004 City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 07-31-2009 Plan Check Revision Permit No:PCR09070 Building Inspection Request Line (760) 602-2725 Job Address: 2641 VANCOUVER ST CBAD Permit Type: PCR . Status: ISSUED Parcel No: 1674420600 Lot #: 0 Applied: 06/04/2009 Valuation: $0.00 Construction Type: 5B Entered By: JMA Reference #: CB082027 Plan Approved: 07/31/2009 PC #: Issued: 07/31/2009 Project Title: VASSE: DEFERRED TRUSS CHANGED Inspect Area: TO CONVENTIONAL ROOF FRAME. Applicant: DAVID JENNINGS VASSE RICHARDP&WENDY E ST 760-521-1470 ) /1 C2641'VANCOUVER SBAD CA 92010 f Li, £ / \..i - Plan Check Revision Fee / N. \3 ,-$195.00 Additional Fees / / \ 7 \$0.00 f__ ) \ \\çi__ \ Total Fees: $195.00 ç Total Payments To Date: $195.00 Balance Due:7 \ $0.00 - INCORPORATED 192 00 FINAL APPROVAL lnsDector: 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 0 CA C a rlsb ad Plan Check Revision No. _4-O 97 4C,505'2-62-1 riginal Plan Check __________________ 'Project Address Zi L/f L14i( Name of Business at Project Address Contact" V/ 52/11' Fax_Email_______________ Contact Address City Zip General Scope of Work Original plans prepared by an architect or engineer, revisions must be signed & stamped by that person. 1 Elements revised: El Plans El Calculations [I Soils El Energy El Other___________________________ .2 Describe revisions in detail 3 List page(s) where each revision is shown 4. List revised sheets that replace existingsheets _(' L ' 5 Does this revision, in any way, alter the exterior of the project? El Yes 6 Does this revision add ANY new floor area es j 7 Does this revision affe y fire r ed issue El Yes tMo 8 Is this a comDlet set? 1lo . Signature 1635 Faraday 14 Phone: 760-602-2717/ 2718 / 2719 Fax: 760-602-8558 PLANNING/ENGINEERING APPROVALS PERMIT NUMBER PCR09-70 DATE 6/4/09 L ADDRESS 2641 VANCOUVER ST RESIDENTIAL ADDITION- P001./SPA MINOR (4179000.00) TENANT IMPROVEMENT RETAINING WALL COMPLETE OFFICE BUILDING VILLAGE FAIRE OTHER CHANGES IN ROOF TRUSS ONLY PLANNER GINA DATE 6/15/09 ENGIN DATE_________ APPROVAlS 0 City of Carlsbad 7,MM' BUILDING DEPARTMENT 2.635 Faraday Avenue, Carlsbad, CA 92008 Phone: 760.602-7541/ Fax: 760.6024L558 Plan Check Comments /2007 Codes To: From: Steve Borossay Fax: 411m- 10 4—!9 Pages:• 15 + Please make corrections referred to below and run TWO new prints. If red marks are on plans as a part of this Plan Check response please return red marked set with the new prints. + This Is a BUILDING REVIEW ONLY. Comments or approval do not apply to any other City department review. For information on the status of approval from other departments please contact staff @760-602-2717! 271812719. 4 oe zcjc WL1 (I' E eLr : f_ Qn:ç 0-79 tauje-r 1g ( t_. /1A_*_'3(IA_ Q S. ' 'b 2A-€- Q• LL r ° r eL v. L#<cl z o I %kj2cf LLI. 97 4c\2 QooçM sLc?.Lc UC'1 r 31) ci;) C::..j 6~) c!_ AL-" fcc L9 cL- olt rQ1 \fe ir-Ih