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Home My WebLink About2176 AVENIDA TORONJA; ; CB102201; Permit01-18-2011 Page 1 City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 Residential Permit Permit No: Building Inspection Request Line (760) 602-2725 CB102201 Job Address: Permit Type: Parcel No: Valuation: Occupancy Group: # Dwelling Units: Bedrooms: Project Title: 2176 AVENIDA TORONJA CBAD RESDNTL 2552611900 $89,307.00 0 0 Sub Type: Lot#: Construction Type: Reference #: Structure Type: Bathrooms: RAD 0 5B EIDENSCHINK RES-ADD 549 SF Status: Applied: Entered By: Plan Approved: Issued: Inspect Area: Orig PC#: ISSUED 11/18/2.010 LSM 01/18/2011 01/18/2011 Applicant: JASON M BRANDT 3512 EL PASO ALTO VISTA CA 92084 760 685 4691 OF HABITABLE FOR GAME ROOM, 164 SF LOFT TO EXTEND Plan Check*: Owner: EIDENSCHINK THOMAS G&AVA J 2176 AVENIDA TORONJA CARLSBAD CA 92009 Fee Description Building Permit Add'l Building Permit Fee Plan Check Add'l Plan Check Fee Plan Check Discount Strong Motion Fee Green Bldg Standards (SB1473) Fee Park In Lieu Fee Park Fee LFMFee Bridge Fee Other Bridge Fee BTD #2 Fee BTD #3 Fee Renewal Fee Add'l Renewal Fee Other Building Fee Potable Water Connection Fee Add'l Potable Water Connection Fee Reclaimed Water Connection Fee Add'l Reclaimed Water Connection Fee BUILDING TOTAL CFD Payoff Fee PFF PFF (CFD Fund) License Tax License Tax (CFD Fund) Traffic Impact Fee Traffic Impact (CFD Fund) LFMZ Transportation Fee Sidewalk Fee Plumbing Issue Fee Fixture or Trap Building Sewer Roof Drain Install/Repair Water Line Water Heater and/or Vent Gas Piping System Vacuum Breaker Other Plumbing Fees PLUMBING TOTAL Units 0 0 4 0 0 1 0 0 0 Ext Fee $600.43 $0.00 $390.28 $0.00 $0.00 $8.93 $1.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $1,000.64 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $20.00 $28.00 $0.00 $0.00 $7.00 $0.00 $0.00 $0.00 $0.00 $55.00 City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 01-18-2011 Residential Permit Permit No: CB102201 Pag:*2 Fee Description Electric Issue Fee Single Phase per AMP Three Phase per AMP Three Phase 480 Per AMP Remodel/Alteration per AMP Remodel Fee Temporary Service Fee Test Meter Fee Other Electrical Fees ELECTRICAL TOTAL Mechanical Issue Fee Install/Furn/Ducts/Heat Pumps Fee Fireplace Installation Fee Exhaust Fan Fee Installation/Relocation Vent Fee Hood Fee Boiler/Compressor to 15HP Fee Other Mechanical Fee MECHANICAL TOTAL Housing Impact Fee Housing In Lieu Fee Housing Credit Fee Master Drainage Fee Sewer Fee Meter Fee SDCWA Fee HMP Fee Fire Sprinkler Fees Additional Fees TOTAL PERMIT FEES Units 0 0 0 0 Ext Fee 1 0 0 0 0 0 $10.00 $0.00 $0.00 $0.00 $0.00 $10.00 $0.00 $0.00 $0.00 $20.00 $15.00 $9.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $24.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $1,099.64 Total Fees:$1,099.64 Total Payments To Date:$1,099.64 Balance Due:$0.00 FINAL APPROVAL DATE SIGNATURE 01-19-2011 City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 Storm Water Pollution Prevention Plan (SWPPP) Permit Permit No:SW100451 Job Address: Permit Type: Parcel No: Reference #: CB#: Project Title: 2176 AVENIDA TORONJA CBAD SWPPP 2552611900 Lot#: 0 CB102201 EIDENSCHINK RES- ADD 497 SF HABITABLE TO 2 STORY HOME, EXTEND MASTER BD BY Priority: M Status: Applied: Entered By: Issued: Inspect Area: Tier: Applicant: JASON M BRANDT 3512 EL PASO ALTO VISTA 92,084 760 685 4691 Emergency Contact: JASON BRANDT Owner: EIDENSCHINK THOMAS G&AVA J 2176 AVENIDA TORONJA CARLSBAD CA 92009 ISSUED 11/18/2010 LSM 01/18/2011 1 760 685 4691 SWPPP Plan Check SWPPP Inspections Additional Fees $49.00 $208.00 $0.00 TOTAL PERMIT FEES $257.00 Total Fees:$257.00 Total Payments To Date:$257.00 Balance Due:$0.00 FINAL APPROVAL SIGNATURE Building Permit Application 1635 Faraday Ave., Carlsbad, CA 92008 760-602-2717 / 2718 / 2719 Fax: 760-602-8558 www.carlsbadca.gov Plan Ck. DepositCARLSBAD 155 -2SI -II -00 CONTACJNAME (ILDlfferentFom 5TJT-.550I (Sec. 7031.5 Business and Professions Code: Any City or County which requires a permit to contract, alter, improve, demolish or repair any structure, prior to its is/uaf cef also require/I theapplicant 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 theBusiness 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 acivil penalty of not more than five hundred dollars ($500)). m Workers' Compensation Declaration: / hereby affirm under penalty of perjury one of the following declarations: D 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. JI have and will maintain workers' compensation, as required_by Section £700 of the Labor Code, for the performance of tlm.work for wMch Jhis permit^ issued. My workers' compensation insurance carrier and policy number are: Insurance Co. .ST^TC Fl&.^^\ PolicyNo' I | 2) O @ I C0 Expiration Date 7""2 3 I I This section need not be completed if the permit is for one hundred dollars ($100) or less. O Certificate of Exemption: I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the Workers' Compensation Laws of California. WARNING: Failure to secure workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and civil fines up to one hundred thousand dollars (&100.000), in addition to the cost of compensation, damages/agprovided for in Section 3706 ofjhe Labor code, interest and attorney's fees. ]^GENT DATE | f—/ f) 'CONTRACTOR SIGNATURE actor's License Law for the following reason: O I, as owner of the property or my employees with wages as their sole compensation, will do the work and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or through his own employees, provided that such improvements are not intended or offered for sale. If, however, the building 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). D 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 contractors) licensed pursuant to the Contractor's License Law). D I am exempt under Section .Business and Professions Code for this reason: 1.1 personally plan to provide the major labor and materials for construction of the proposed property improvement. O Yes D No 2.1 (have / have not) signed an application for a building permit for the proposed work. 3.1 have contracted with the following person (firm) to provide the proposed construction (include name address / phone / contractors' license number): 4.1 plan to provide portions of the work, but I have hired the following person to coordinate, supervise and provide the major work (include name / address / phone / contractors' license number): 5.1 will provide some of the work, but I have contracted (hired) the following persons to provide the work indicated (include name / address / phone / type of work): >£f PROPERTY OWNER SIGNATURE OAGENT DATE If ffEfe.fi T i ami ..... KDJ w m ....... i toi * *;s:it t y • Isfhe 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? OYes ONo Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? O Yes O No Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? d Yes n No IF ANY OF THE ANSWERS ARE YES, A FINAL CERTIFICATE OF OCCUPAN EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT. I hereby affirm that there is a construction lending agency for the performance of the work this permit is issued (Sec. 3097 (i) Civil Code). Lender's Name Lender's Address 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. 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 BuildingOfjjsal under the provisions of this Code shall expire by limitation and become null and void if trie building or work authorized by such permit is not commenced within 180 days from the date of such permit or if thej>nttfingo)work authorized by such permit is suspended or abandoned at any time after the work is commenced for a period of 180 days (Section 106.4.4 Uniform Building Code). APPLICANT'S SIGNATURE DATE \H1-10 Inspection List Permit*: CB102201 Type: RESDNTL RAD Date Inspection Item 05/23/2011 89 Final Combo 05/23/2011 89 Final Combo 04/01/2011 14 Frame/Steel/Bolting/Weldin 04/01/2011 18 Exterior Lath/Drywall 03/23/2011 33 Service Change/Upgrade 03/22/2011 17 Interior Lath/Drywall 03/22/2011 18 Exterior Lath/Drywall 03/17/2011 16 Insulation 03/16/2011 17 Interior Lath/Drywall 03/16/201184 Rough Combo 03/10/2011 13 Shear Panels/HD's 03/10/2011 16 Insulation 03/10/2011 84 Rough Combo 03/08/2011 84 Rough Combo 02/25/2011 13 Shear Panels/HD's 02/25/2011 15 Roof/Reroof 02/23/2011 84 02/08/2011 11 Rough Combo Ftg/Foundation/Piers Inspector PD PD PD PD PD PD PD PD PD PD PD PD PD MC MC PD PD Ac! AP Rl WC AP AP AP AP AP PA PA PA PA PA PA WC AP CA AP EIDENSCHINK RES-ADD 549 SF OF HABITABLE FOR GAME ROOM, 164 S Comments @ WINDOWS @ 2ND FLOOR AT REAR SEE JOB CARD FOR NOTES, OK TO DRY IN & LOAD Monday, May 23, 2011 Page 1 of 1 City of Carlsbad Bldg Inspection Request For: 05/23/2011 Permits CB102201 Title: EIDENSCHINK RES-ADD 549 SF Inspector Assignment: PD Description: OF HABITABLE FOR GAME ROOM, 164 SF LOFT TO EXTEND MASTER BDRM, 377 SF REMODEL, REPLACE Type: RESDNTL Sub Type: RAD 2176 AVEN IDA TORONJA Lot: 0 Job Address: Suite: Location: APPLICANT JASON M BRANDT Owner: EIDENSCHINK THOMAS G&AVA J Remarks: Phone: 7605335887 Inspector Total Time:Requested By: TOM Entered By: JANEAN CD Description 19 Final Structural 29 Final Plumbing 39 Final Electrical 49 Final Mechanical Comments 6tJ /do Date 04/01/2011 04/01/2011 03/23/2011 03/22/2011 03/22/2011 03/17/2011 03/16/2011 03/16/2011 03/10/2011 03/10/2011 03/10/2011 03/08/2011 02/25/2011 Comments/Notioes/Holds Associated PCRs/CVs/SWPPPs Original PC# SW100451 ISSUED EIDENSCHINK RES- ADD 497 SF; HABITABLE TO 2 STORY HOME, EXTEND MASTEF Inspection History Description Act Insp Comments 14 Frame/Steel/Bolting/Welding WC PD 18 Exterior Lath/Drywall 33 Service Change/Upgrade 17 Interior Lath/Drywall 18 Exterior Lath/Drywall 16 Insulation 17 Interior Lath/Drywall 84 Rough Combo 13 Shear Panels/HD's 16 Insulation 84 Rough Combo 84 Rough Combo 13 Shear Panels/HD's Act WC AP AP AP AP AP PA PA PA PA PA PA WC PD PD PD PD PD PD PD PD PD PD PD MC @ WINDOWS @2ND FLOOR AT REAR EsGil Corporation In (Partners/tip -with government for <Buif<fing Safety DATE: 01/13/10 a APPLICANT a JURIS. JURISDICTION: Carlsbad a PLAN REVIEWER a FILE PLAN CHECK NO.: 10-2201 SET: II PROJECT ADDRESS: 2176 Avenida Toronja PROJECT NAME: Room Additions/Loft Conversion/Remodel for Eidenschink Residence The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. XI The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. The applicant's copy of the check list has been sent to: Esgil Corporation staff did not advise the applicant that the plan check has been completed. | | Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Telephone*: Date contacted: (by: ) Fax #: 760-598-5564 Mail Telephone Fax In Person I 1 REMARKS: On sheet 7 of City set note ESR-1900 or equal (per designer) as ESR-2178 is Class B only. By: Ray Fuller Enclosures: EsGil Corporationn GA n EJ n PC (P) 01/10/11 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858)560-1468 + Fax (858) 560-1576 EsGil Corporation In Partnership with government for (Buifcfing Safety DATE: 11/29/10 a APPLICANT a ^ORisJ) JURISDICTION: Carlsbad a PLAN REVIEWER a FILE PLAN CHECK NO.: 10-2201 SET: I PROJECT ADDRESS: 2176 Avenida Toronja PROJECT NAME: Room Additions/Loft Conversion/Remodel for Eidenschink 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. Xj The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. XI The applicant's copy of the check list has been sent to: JJ Remodeling 3512 El Paso Alto Vista, Ca. 92084 Esgil Corporation staff did not advise the applicant that the plan check has been completed. XI Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Jason Brandt O-MJ Telephone #: (760) 685-4691 Date contacted: 11111 )ro (by: NL) Fax #: (760) 598-5564 Mail Telephonev—-- Fax-^ In Person REMARKS: By: Ray Fuller Enclosures: EsGil Corporationn GA n EJ n PC 11/22/10 9320 Chesapeake Drive, Suite 208 4 San Diego, California 92123 4 (858)560-1468 + Fax (858) 560-1576 Carlsbad 10-22O1 11/29/1O PLAN REVIEW CORRECTION LIST SINGLE FAMILY DWELLINGS AND DUPLEXES PLAN CHECK NO.: 10-2201 JURISDICTION: Carlsbad PROJECT ADDRESS: 2176 Avenida Toronja FLOOR AREA: STORIES: 2 Additions 497 Loft Conversion 164 Remodel 377 REMARKS: DATE PLANS RECEIVED BY JURISDICTION: 11/18/10 DATE INITIAL PLAN REVIEW COMPLETED: 11/29/10 HEIGHT: 21 ft per CBC DATE PLANS RECEIVED BY ESGIL CORPORATION: 11/22/10 PLAN REVIEWER: Ray Fuller FOREWORD (PLEASE READ): This plan review is limited to the technical requirements contained in the International Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and access for the disabled. This plan review is based on regulations enforced by the Building Department. You may have other corrections based on laws and ordinance by the Planning Department, Engineering Department, Fire Department or other departments. Clearance from those departments may be required prior to the issuance of a building permit. Present California law mandates that construction comply with the 2007 edition of the California Building Code (Title 24), which adopts the following model codes: 2006 IBC, 2006 UPC, 2006 UMC and 2005 NEC. The above regulations apply, regardless of the code editions adopted by ordinance. The following items listed need clarification, modification or change. All items must be satisfied before the plans will be in conformance with the cited codes and regulations. Per Sec. 105.4 of the 2006 International Building Code, the approval of the plans does not permit the violation of any state, county or city law. To speed up the recheck process, please note on this list (or a copy) where each correction item has been addressed, i.e.. plan sheet number, specification section, etc. Be sure to enclose the marked up list when you submit the revised plans. Carlsbad 10-2201 11/29/10 1. The following note should be given with each correction list: Please make all corrections, as requested in the correction list. Submit four new complete sets of plans for commercial/industrial projects (three sets of plans for residential projects). For expeditious processing, corrected sets can be submitted in one of two ways: 1. Deliver all corrected sets of plans and calculations/reports directly to the City of Carlsbad Building Department, 1635 Faraday Ave., Carlsbad, CA 92008, (760) 602-2700. The City will route the plans to EsGil Corporation and the Carlsbad Planning, Engineering and Fire Departments. 2. Bring one corrected set of plans and calculations/reports to EsGil Corporation, 9320 Chesapeake Drive, Suite 208, San Diego, CA 92123, (858) 560-1468. Deliver all remaining sets of plans and calculations/reports directly to the City of Carlsbad Building Department for routing to their Planning, Engineering and Fire Departments. NOTE: Plans that are submitted directly to EsGil Corporation only will not be reviewed by the City Planning, Engineering and Fire Departments until review by EsGil Corporation is complete. 2. Verfiy that the final sets of plans and any new calculations will be stamped and signed by engineer of record also. Plans were not signed. 3. All sheets of plans must be signed by the person responsible for their preparation. (California Business and Professions Code). 4. Cover sheet to note if proposed deck is 30" or greater above grade (lowest point within 5 ft). If so then will need to add to scope of work on cover sheet and on permit application and provide details to complying include guards, handrails etc. If less than 30" then note this on the plans. 5. Wood framing members at balconies, decks, etc. that are exposed to the weather shall be preservative-treated wood (or naturally durable). This includes the beams and columns supporting such framing members. IBC Section 2304.11.5 6. The drainage grade shall fall a minimum of 5% within the first 10 feet (2% for impervious surfaces). Section 1803.3 7. The existing master bedroom on sheet 3 is being enlarged and as such must be provided with a complying egress window. A 3040 DH provides 19" vertical and 4.5 openable. a) Windows must have an openable area of at least 5.7 square feet with the minimum openable width 20" and the minimum openable height 24". b) The bottom of the clear opening shall not exceed 44" above the floor. Carlsbad 10-2201 11/29/1O 8. Adjust any affected energy and structural calculations required to meet minimum requirements listed above or could change one of the windows to a 3040 casement. 9. At least 1/2 of the common wall must be open and have an opening not less than 25 sq. ft., nor 10% of the floor area of the interior room (8% for ventilation), if light and ventilation is being supplied from an adjacent room. Sections 1203.4.1.1 and 1205.2.1. With removal of existing 3050 windows do not see how existing family room complies. 10. Per the new T-24 requirements the required new installed exhaust fans at bathrooms are now required to note the minimum CFM (50) and maximum noise level ( 3 "Sone" for intermittent use or maximum 1 "Sone" for the continuous use) and be noted to be ducted to the exterior. 11. Notes in ink and changes in ink to be on vellums or CAD drawings so as to be a permanent part of the plans. Sheet 3 has added a bar sink, ceiling fans, hanging lights etc. Bar sink requires GFCI and additional lighting must be shown how complies with T-24. 12. Plans to reflect a exterior GFCI at back of dwelling if none existing or was removed due to addition. 13. Is existing electrical panel location unaffected by proposed addition(s) and is it adequate for the additional sq footage proposing? 14. Provide truss details and truss calculations for this project. Drag truss calculations to reflect required axial loads. 15. Please provide evidence that the engineer-of-record has reviewed the truss calculation package prepared by others (i.e., a "review" stamp on the truss calculations or a letter). Section 106.3.4.1. 16. If applies: On the cover sheet of the plans provide the following note on the plans, per Sec. 106.3.4.2: "Submittal documents for deferred submittal items (trusses) shall be submitted to the architect or engineer of record, who shall review them and forward them to the building official with a notation indicating that the deferred submittal documents have been reviewed and that they have been found to be in general conformance with the design of the building. The deferred submittal items shall NOT be installed until their design and submittal documents have been approved by the building official.". 17. The foundation plan does not comply with the soils report recommendations for this project. Please review the report and modify design, notes and details as required to show compliance i.e. 2 #4's required T&B -4- total, minimum 10 mil visqueen etc. Carlsbad 10-2201 11/29/10 18. Provide a letter from the soils engineer confirming that the foundation plan, and specifications have been reviewed and that it has been determined that the recommendations in the soils report are properly incorporated into the construction (required per pages 9 and 10 of the soils report). 19. Could not determine why detail 2/6 is being referenced to existing footings/slab as shown on sheet 4 as this detail reflects new slab to existing footings? 20. Detail and reference how beams will be supported where they intersect over post(s) i.e. some type of hanger ? See where assume Flush beam 2 intersects with existing flush 1 %" x 11 7/8? 21. Notes in ink and changes in ink to be on vellums or CAD drawings so as to be a permanent part of the plans. Noting 3'6" of type 8 shear at right corner of addition and 11'6" at existing family room on foundation plan. 22. Detail and reference retro fit anchor bolts required to be added for new shear walls at existing foundation. If using redheads, then note size, type and length. If epoxied then note size of all thread, depth of embedment and epoxy type and ICBO/NER number. 23. No lateral calculations provided. If intent is to comply with conventional framing for lateral then the 3'6" panel will required holddowns . 24. Plans to reflect size of bolts, length of embedment and type termination for hold downs or note on the plans the appropriate SSTB sizes for each type of hold down. 25. Reference all details to applicable locations and cross out or remove those that do not apply. Could not determine why detail 9/6 is provided as appears to be existing stairs? 26. Show the required attic ventilation on the plans (should be 3.3 sq ft instead of 3 ft and IBC required low ventilation 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. 27. Owner/designer to sign the CF1-R forms. • CITY of CARLSBAD REQUIREMENTS 28. Nails for shear transfer connection (using A35's, etc.) may not be driven parallel to the flanges of TJI's (i.e., along the sides), per city policy, unless specific written approval from Trus-Joist Macmillan is first obtained. Details or notes on the plans should make this clear. Nails may be driven perpendicular to TJI flanges. Carlsbad 1O-22O1 11/29/10 29. Roof coverings, other than wood shakes and shingles, shall be Class A. Wood shakes and shingles are prohibited as a roof covering on all new structures and on all replacement roofs. Sheet 7 is providing a ESR number of 2178. Roof class per 4.6 of the ICC report is Class B. Per City of Carlsbad Policy a minimum Class A is required. • 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 ( ) No ( ) The jurisdiction has contracted with Esgil Corporation located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123; telephone number of 858/560-1468, to perform the plan review for your project. If you have any questions regarding these plan review items, please contact Ray Fuller at Esgil Corporation. Thank you. Carlsbad 1O-22O1 11/29/10 [DO NOT PAY- THIS IS NOT AN INVOICE] VALUATION AND PLAN CHECK FEE JURISDICTION: Carlsbad PLAN CHECK NO.: 1O-2201 PREPARED BY: Ray Fuller DATE: 11/29/10 BUILDING ADDRESS: 2176 Avenida Toronja BUILDING OCCUPANCY: R3 TYPE OF CONSTRUCTION: V-B BUILDING PORTION Additions Loft Convert Remodel Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code AREA ( Sq. Ft.) 497 164 377 cb Valuation Multiplier 121.94 53.00 53.00 By Ordinance Reg. Mod. VALUE ($) 60,604 8,692 19,981 89,277 $600.43 Plan Check Fee by Ordinance Type of Review: I Repetitive FeeRepeats Complete Review D Other i—I Hourly EsGil Fee Structural Only Hr. $390.28 $336.24 Comments: Sheet 1 of 1 macvalue.doc + s $ S Q o 6 Sc c cto to CQQ- 5. a. 3DD an a a an a a PLANNING DEPARTMENT BUILDING PLAN CHECK REVIEW CHECKLIST Plan Check No. CB102201 Address 2176 AVENIDA TORONJA Planner GINA RUIZ Phone (760) 602- 4675 APN: 255-261-19-00 Type of Project & Use: ADDITION Net Project Density: DU/AC Zoning: P-C General Plan: RM Facilities Management Zone: 12 CFD fin/out) #J_Date of participation::5/7/1991 Remaining net dev acres:_ Circle One (For non-residential development: Type of land used created by this permit: Legend: El Item Complete Environmental Review Required: DATE OF COMPLETION: _ Item Incomplete - Needs your action YES D NO El TYPE Compliance with conditions of approval? If not, state conditions which require action. Conditions of Approval: _ YES D NO El TYPE _Discretionary Action Required: APPROVAL/RESO. NO. DATE PROJECT NO. OTHER RELATED CASES: Compliance with conditions or approval? If not, state conditions which require action. Conditions of Approval: Coastal Zone Assessment/Compliance Project site located in Coastal Zone? YES Q NO El CA Coastal Commission Authority? YES D NO El If California Coastal Commission Authority: Contact them at - 7575 Metropolitan Drive, Suite 103, San Diego, CA 92108-4402; (619) 767-2370 Determine status (Coastal Permit Required or Exempt): Habitat Management Plan Data Entry Completed? YES D NO El If property has Habitat Type identified in Table 11 of HMP, complete HMP Permit application and assess fees in Permits Plus (A/P/Ds, Activity Maintenance, enter CB#, toolbar, Screens, HMP Fees, Enter Acres of Habitat Type impacted/taken, UPDATE!) Inclusionary Housing Fee required: YES D NO El (Effective date of Inclusionary Housing Ordinance - May 21, 1993.) Data Entry Completed? YES D NO D (A/P/Ds, Activity Maintenance, enter CB#, toolbar, Screens, Housing Fees, Construct Housing Y/N, Enter Fee, UPDATE!) H:\ADMIN\Template\Building Plancheck Review Checklist.doc Rev 4/08 Site Plan: IEI D D D D DD DD DD DD n n n n Policy 44 - Neighborhood Architectural Design Guidelines 1. Applicability: YES D NO [x] 2. Project complies: YES Q NCQ Zoning: 1. Setbacks: Front: Interior Side: Street Side: Rear: Top of slope: Required 20/ Shown 21' Required 5.31 Shown fr Required N/A Shown N/A Required 10.6' Shown 100' Required N/A Shown N/A 2. Accessory structure setbacks: Front: Interior Side: Street Side: Rear: Structure separation: Required Required Required Required Required Shown Shown Shown Shown Shown 3. Lot Coverage: 4. Height: Required 40% MAX Shown 23% Required 30' MAX Shown 26' 5. Parking: Spaces Required 2Q'x20' Shown 3Q'x20' (breakdown by uses for commercial and industrial projects required) Residential Guest Spaces Required Shown Additional Comments OK TO ISSUE AND ENTERED APPROVAL INTO COMPUTER GINA RUIZ DATE 11/19/10 H:\ADMIN\Template\Building Plancheck Review Checklist.doc Rev 4/08 City of Carlsbad Public Works — Engineering BUILDING PLANCHECK CHECKLIST DATE: BUILDING ADDRESS: PROJECT DESCRIPTION: _ ASSESSOR'S PARCEL NUMBER: -A~l"~M0\ 1/2 O / EST. VALUE: STORM WATER PERMIT ENGINEERING DEPARTMENT APPROVAL The item you have submitted for review has been approved. The approval is based on plans, information and/or specifications provided in your submittal; therefore any changes to these items after this date, including field modifications, must be reviewed by this office to insure continued conformance with applicable codes. Please review carefully all comments attached, as failure to comply with instructions in this report can result in suspension of permit to build. D A Right-of-Way permit is required prior to construction of the following improvements: DENIAL Please see the attached list of outstanding issues marked with D. Make necessary corrections to plans or specifications for compliance with applicable codes and standards. Submit corrected plans and/or specifications to the Building Dept. for resubmittal to the Engineering Dept. Only the applicable sheets have been sent. /I By: By: By: By: Date: Date: Date: Date: ./ I 7 FOR OFFICIAL USE ONLY / V// ENGINEERING AUTHORIZATION TO ISSUE BUILDING PERMIT:/ M.(l Date: D D D D D D D ATTACHMENTS Engineering Application Dedication Checklist Improvement Checklist Neighborhood Improvement Agreement Grading Submittal Checklist Right-of-Way Permit Application and Info Sheet Storm Water Applicability Checklist/Storm Water Compliance Exemption Form ENGINEERING DEPT. CONTACT PERSON Name: Address: Phone: NOTE: associ with th need t WALLI KATHLEEN M. LAWRENCE Email: kathleen.lawrence@carlsbadca.gov 1635 Faraday Avenue, Carlsbad, CA 92008 (760) 602-2741 If there are retaining walls ated with your project, please check e Building Department if these walls o be pulled bv separate RETAINING PERMIT. 1635 Faraday Avenue • Carlsbad, CA 92008-7314 • (760) 602-272O • FAX (760) 602-8562 BUILDING PLANCHECK CHECKLIST RD3' D SITE PLAN 1. Provide a fully dimensioned site plan drawn to scale. Show: Arrow Existing & Proposed Structures /(^/Existing Street Improvements ^xu. Property Lines (show all dimensions) I. ExEasements (show any easements) J. K. D R/ Right-of-Way Width & Adj Streets /QXbriveway widths Existing or proposed sewer lateral Existiricf or proposed water service Existing or proposed irrigation service Submit on signed approved plans DWG No. 2. Show on site plan: A. Drainage Patterns 1. Building pad surface drainage must maintain a minimum slope of one percent towards an adjoining street or an approved drainage course. 2. ADD THE FOLLOWING NOTE: "Finish grade will provide a minimum positive drainage of 2% to swale 5' away from building." B. Existing & Proposed Slopes and Topography. C. Size, type, location, alignment of existing or proposed sewer and water service (s) that serves the project. Each unit requires a separate service; however, second dwelling units and apartment complexes are an exception. D. Sewer and water laterals should not be located within proposed driveways, per standards. 3. Include on title sheet: A. Site address B. Assessor's Parcel Number • C. Legal Description/Lot Number D. For commercial/industrial buildings and tenant improvement projects, include: total building square footage, listing each proposed use and square footage and each existing use and square footage. EXISTING PERMIT NUMBER DESCRIPTION Show all existing use of SF and new proposed use of SF. Example: Tenant Improvement for 3500 SF of warehouse to 3500 SF of office. ,ST D D 2ND n a D 3 D RD D D D D D D D D D n n nan 101. D n a n BUILDING PLANCHECK CHECKLIST 9. INDUSTRIAL WASTE PERMIT If your facility is located in the City of Carlsbad sewer service area, you must complete the attached Industrial Wastewater Discharge Permit Screening Survey. Fax or mail to Encina Wastewater Authority, 6200 Avenida Encinas, Carlsbad, CA 92011, (760) 438-3941, Fax (760) 476-9852. STORM WATER Construction Compliance 10a. Project Threat Assessment form complete. 10b. Enclosed Project Threat Assessment form incorrectly completed. Please make corrections, sigh and return. 10c. Requires Tier 1 Storm Water Pollution Prevention Plan. Please complete attached form and return (SW 16' SS »...) 10d. Requires Tier 2 Storm Water Pollution Prevention Plan. Requires submittal of Tier 2 SWPPP, payment of processing fee and review by City. Post-Development (SUSMP) Compliance 10e. Storm Water Standards Questionnaire complete. 10f. Storm Water Standards Questionnaire incorrectly completed. Please make the corrections, re-sign the questionnaire and resubmit with next submittal. 10g. Project is subject to Standard Storm Water Requirements. See City Standard Urban Storm Water Management Plan (SUSMP) for reference. 10h. Disconnect Discharges per SUSMP. Do not connect runoff from impervious surfaces to storm drains without first discharging water over landscape areas first. See SUSMP. 10i. Minimize use of impervious surfaces per SUSMP. Redesign to reduce the excessive use of impervious area (pavement) on project. Use a balanced design of pervious surfaces (landscape area, planters, etc.) and impervious surfaces. See SUSMP. Trash storage areas must be designed per City Standards (GS-16) to avoid contact with storm runoff. 10k. Project is subject to Priority Development Project Requirements. 101. Prepare and submit a Storm Water Management Plan (SWMP). Requires payment of processing fee and review by City. BUILDING PLANCHECK CHECKLIST FEES D D 11. D ^Required fees are attached nage Fee Applicable - Added Square Fee Added Square Footage in last two years? yes no Permit No. Permit No. Project Built after 1980 yes no Impervious surface > 50% yes no Impact unconstructed fac. yes no D Fire Sprinklers required yes no (is addition over 150' from CL) Upgrade yes no D No fees required / ,,-*'• drlifr-r~/Oo* ({ n WATER METER REVIEW ,_ ^^ ^-tf* D D D 12a. Domestic (potable) (_flW^ //K^A All single family dwelling units receive "standard" 1" service with 5/8 service. • owner/developer proposes a size other than the "standard", then owner/developer must provide potable water demand calculations, which include total fixture counts and maximum water demand in gallons per minute (gpm). A typical fixture count and water demand worksheet is attached. Once the gpm is provided, check against the "meter sizing schedule" to verify the anticipated meter size for the unit. • Maximum service and meter size is a 2" service with a 2" meter. D D D 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: 1. If the improvement plans do not list the irrigation meter and the service/meter will be installed via another instrument such as the building plans or grading plans then the applicant must provide irrigation calculations for estimated worst-case irrigation demand (largest zone with the farthest reach). Typically the Planning Dept. Landscape Consultant has already reviewed this if landscape plans have been prepared, but the applicant must provide the calculations to you for your use. Once you have received a good example of irrigation calculations, keep a set for your reference. In general the calculations will include: Hydraulic grade line Elevation at point of connection (POC) Pressure at POC in pounds per square inch (PSI) Worse case zone (largest, farthest away from valve Total Sprinkler heads listed (with gpm use per head) Include a 10% residual pressure at point of connection Hurco Home Design 4oo4 Texas Street San Diego, Ca. 92104 (619) 977-3889 February 9,2011 Project Site Eidenschink Residence 2176 Avenida Toronj a Carlsbad, Ca. 92009 C/o Jason Brandt Re: Removal ofefigp'window on the East side of the new addition Please be advised that the removal of the referenced window did not adversely affect the Title 24 energy requirements at the project site. Alex Hurtado Title 24 Energy Consultant i 'd mmnn mi-u im 's JSiNDC NADER'S DESIGN CONSULTING. INC. A CALIFORNIA CORPORATION NADER HEDJRAN PE c 68179 5959 MISSION GORGE RD. STE. ZD3 SAN DIEGO, CA 921 ZO PHONE (Si 9) 2B4-1 S4B FAX (6 1 9) ZB4-DB37 Structural Calculation#**#**************** For Proposed S.F.R. Addition To Be Located at: 2176 Avenida Toronja Carlsbad, CA 92009 Designer: Owner: Hurco Home Design Eidenschink 4004 Texas St. San Diego, CA 92104 Project: Date: AH-200-10 November 3, 2010 JSiNDC NADER'S DESIGN CONSULTING, INC. GENERAL STRUCTURAL SPECIFICATIONS Code Reference: California Building Code, (C.B.C.) 2007 Edition Soils: Gross Allowable Bearing Pressure, 1500 PSF u.o.a Concrete: All Concrete shall be a min. of 2500 PSI @ 28 days, u.o.n. Reinforcing Steel: Masonry: Mortar: Grout: Structural Steel: Weld: Timber: A.S.T.M. -615, Grade 40 for #5 deformed bars and Grade 60 for #6 and larger A.S.T.M. -C90, Type I, u.o.n. Concrete mortar, 2000 PSI @ 28 days, Type S, u.o.n. All grout shall be a min. of 2500 PSI @ 28 days, u.o.n. Steel beams, A.S.T.M. A36, Fy - 36,000 PSI. Pipe columns, A.S.T.M. 501, Fy = 36,000 PSI. Tubing columns, A.S.T.M. 500, Grade B., Fy = 46,000 PSI. Machine bolts, A.S.T.M. A 307, min. Anchor bolts, A.S.T.M. A36 steel, min. E70XX, Low hydrogen electrodes Douglas Fir, Larch 19% moisture content, u.o.n. Studs: (10'- 0" & shorter) Stud Stud: (Over 10'- 0") Douglass Fir #2, u.o.n. Joist: As specified. Posts: Douglas Fir #1 4x beam: Douglas Fir #2, u.o.n. 6x & up beam: Douglas Fir #1, u.o.n. Plywood horizontal: Index (32/16) exterior glue, u.o.n. Plywood vertical: As specified. 5959 Mission Gorge Rd. # 203 San Diego, CA 92120 Tel: (619)284-1848 Fax: (619)284-0837 e-mail: design_eng1@yahoo.com Campulrus, Inc. Custom Software Engineering Manufacturing WARNINGS: 1. Builder and erection contractor should be advised of all General Notes and Warnings before construction commences. 2. 2x4 compression web bracing must be installed where shown*. 3. All lateral force resisting elements such as temporary and permanent stability bracing must be designed by designer of complete structure. CompuTrus assumes no responsibility for such bracing. 4. No load should be applied to any component until after all bracing and fasteners are complete and at no time should any loads greater than design loads be applied to any component. 5. CompuTrus has no control over and assumes no responsibility for the fabrication, handling, shipment and installation of components. 6. This design is furnished subject to the limitations set forth by TPI/WTCA in SCSI, copies of which Witt be furnished upon request. GENERAL NOTES, unless otherwise noted: 1. This truss design is adequate for the design parameters shown. Review and approval is the responsibility of the building designer, not the truss designer or truss engineer. 2. Design assumes the top and bottom chords to be laterally braced at 2' and 10' o.c respectively unless braced throughout their length by continuous sheathing such as plywood sheathing (TC) and/or drywall (BC). 3. 2x Impact bridging or lateral bracing required where shown + +. 4. Installation of truss is the responsibility of the respective contractor. 5. Design assumes trusses are to be used in a non-corrosive environment, and are for "dry condition" of use. 6. Design assumes full bearing at all supports shown. Shim or wedge if necessary. 7. Design assumes adequate drainage is provided. 8. Rates shall be located on both faces of truss, and placed so their center lines coincide with joint center lines. 9. Digits indicate size of plate in inches. 10. For basic design values of the CompuTrus Plate see ESR-2529 (CompuTrus) and/or ESR- 1311, ESR-1988(METek). TfCO o--Mt-o _o o> »- £= C 3S ooo-C 0>CO ->-lc CO OCO H-3 •«-!L. r-l I— COO CD I"-+-• OO O2 CM CO rHQ.-.-I CO CO s o> -arH CD•r-l C- 1= CD O CO a>O •OCO •aCOo oo COCM •-H CO£.at o 0 "S8! O X Oca o S DC (* at il Mali! IDCM O COu oo~3 CM C\TCM UJ UJ -1 1-M < a>(OCO O> CO CO LUa EAST COUJ^TY^SjQIL CONSULTATION AND ENGINEERING, INC. 10925 HARTLEY ROAD, SUITE "I" SANTEE, CALIFORNIA 92071 (619) 258-7901 Fax 258-7902 Tom Eidenschink November 17, 2010 2176 Avenida Toronja Project No. 10-1147F2 Carlsbad, California 92009 Subject: Limited Geotechnical Investigation Proposed Residential Remodel 2176 Avenida Toronja Carlsbad, California 92009 Dear Mr. Eidenschink: In accordance with your request, we have performed a limited geotechnical investigation at the subject site to discuss the geotechnical aspects of the project and provide recommendations for the proposed residential remodel. Our subsurface investigation has found that the main area of the proposed remodel is underlain by topsoil and fill soils to a depth of approximately 4.0 feet below existing grade. Dense sandstone of the Scripps Formation was underlying these soils. It is our opinion that the proposed residential remodel is geotechnically feasible provided the recommendations herein are implemented in the design and construction. Should you have any questions regarding the contents of this report, please do not hesitate to contact our office. Respectfully submitted, Mamadou Saliou Diallo, P.E. RCE 54071,GE 2704 MSD/jm BUILDING ENERGY ANALYSIS REPORT PROJECT: EIDENSCHINK RESIDENCE 2176 AVENIDA TORONJA CARLSBAD , CA 92009 Project Designer: OWNER 2176 AVENIDA TORONJA CARLSBAD, CA 92009 Report Prepared by: Alex Hurtado Hurco Home Design 4004 Texas Street San Diego, California 92104 (619)260-1350 V Job Number: 20101008 Date: 2/12/2011 The EnergyPro computer program has been used to perform the calculations summarized in this compliance report. This program has approval and is authorized by the California Energy Commission for use with both the Residential and Nonresidential 2008 Building Energy Efficiency Standards. This program developed by EnergySoft, LLC - www.energysoft.com. 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