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Home My WebLink About2045 CHARLEEN CIR; ; CB002525; Permit12/14/2000 Job Address: Permit Type: Parcel No: Valuation: Occupancy Group: # Dwelling Units: Bedrooms: Project Title: City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 Residential Permit Permit No:CB002525 Building Inspection Request Line (760) 602-2725 2045 CHARLEEN CR CBAD RESDNTL Sub Type: Lot#: Construction Type: Reference #: Structure Type: Bathrooms: 2053302100 $46,256.00 27 0 0 MOORE - RESIDENCE RAD 472 SF RAD 0 VN Status: Applied: Entered By: Plan Approved: Issued: Inspect Area: Orig PC#: Plan Check#: ISSUED 07/06/2000 JM 12/14/2000 12/14/2000 Applicant: MCANDREW ROBERT 2323 TAMARA LANE SAN MARCOS CA 92069 760-471-4914 Owner: MOORE FAMILY TRUST 05-19-87 6643 12/14/00 0002 01 2045 CHARLEEN CIR CGP CARLSBAD CA 92008 02 408.06 Total Fees: $657.29 Total Payments To Date: $249.23 Balance Due: $408.06 Building Permit Add'l Building Permit Fee Plan Check Add'l Plan Check Fee Plan Check Discount Strong Motion Fee Park in Lieu Fee Park Fee LFM Fee Bridge Fee Other Bridge Fee BTD #2 Fee BTD #3 Fee Renewal Fee Add'l Renewal Fee Other Building Fee Pot. Water Con. Fee Meter Size Add'l Pot. Water Con. Fee Reel. Water Con. Fee $383.43 Meter Size $0.00 Add'l Reel. Water Con. Fee $249.23 Meter Fee $0.00 SDCWA Fee $0.00 CFD Payoff Fee $4.63 PFF $0.00 PFF (CFD Fund) $0.00 License Tax $0.00 License Tax (CFD Fund) $0.00 Traffic Impact Fee $0.00 Traffic Impact (CFD Fund) $0.00 LFMZ Transportation Fee $0.00 Sidewalk Fee $0.00 PLUMBING TOTAL $0.00 ELECTRICAL TOTAL $0.00 MECHANICAL TOTAL $0.00 Housing Impact Fee Housing InLieu Fee $0.00 Master Drainage Fee: $0.00 Sewer Fee: TOTAL PERMIT FEES $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 $20.00 $0.00 $0.00 $0.00 $0.00 $0.00 $657.29 Inspector: FINAL APPROVAL Date-Clearance: NOTICE: Please take NOTICE that approval of your project includes the "Imposition" of fees, dedications, reservations, or other exactions hereafter collectively referred to as "fees/exactions." You have 90 days from the date this permit was issued to protest imposition of these fees/exactions. If you protest them, you must follow the protest procedures set forth in Government Code Section 66020(a), and file the protest and any other required information with the City Manager for processing in accordance with Carlsbad Municipal Code Section 3.32.030. Failure to timely follow that procedure will bar any subsequent legal action to attack, review, set aside, void, or annul their imposition. You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capactiy changes, nor planning, zoning, grading or other similar application processing or service fees in connection with this project. NOR DOES IT APPLY to any fees/exactions of which you have previously been given a NOTICE similar to this, or as to which the statute of limitations has previously otherwise expired. PERMIT APPLICATION CITY OF CARLSBAD BUILDING DEPARTMENT 1635 Faraday Ave., Carlsbad, CA 92008 1. PROJECBlNIQRMATIO FOR OFFICE USE ONLY PLAN CHECK NO EST. VAL. Plan Ck. Deposit Validated Bv Date Address (include Bldg/Suite #) U+ 20 o Legal Description Business Name (at this address) Lot No.Subdivision Name/Number Unit No.Phase No.Total # of units Assessor's Parcel #Existing Use Proposed Use 2158 Q7./06/OQ 0001 Qj ft? Description of Work, New 2. CONTACT PERSON (if different from applicant) SQ. FT.#of Stories # of Bedrooms Batnrooms249«23 Name 3. ^APPLICANT d Conyactor Address d Agent for Contractorarea d 'Owner L/V\P City for Owner .<VIA State/Zip Telephone #Fax* Name Address City 4, . PROPERTY OWNERJoe,! Moore. State/Zip AZ Telephone # Address City State/Zip Telephone #Name 5. CONTRACTOR - COMPANY NAME (Sec. 7031.5 Business and Professions Code: Any City or County which requires a permit to construct, alter, improve, demolish or repair any structure, prior to its issuance, also requires the applicant for such permit to file a signed statement that he is licensed pursuant to the provisions of the Contractor's License Law [Chapter 9, commending with Section 7000 of Division 3 of the Business and Professions Code] or that he is exempt therefrom, and the basis for the alleged exemption. .Anyiviolation of,Sectipn 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars [$500]).I I /* /\ I ^ / .~t~, .«4— _ -^.-i*^ f^ -7— \ s- -l\ f~f\ *^ - - • s\ .—% *• .. . |«- . . I .**•. I Name Address .— State License # ( Q | tL?LI ( O License Class , J) DesKJner~Name ' Address State License # City State/Zip' Telephone* City Business License # i( 'd^-i \s 1/O^~7 z *• ^ City State/Zip Telephone 6. WORKERS' COMPENSATION : Workers' Compensation Declaration: I 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. d I have and will maintain workers' compensation, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My worker's compensation insurance carrier and policy number are: Insurance Company Policy No. Expiration Date (THIS^ECTION NEED NOT BE COMPLETED IF THE PERMIT IS FOR ONE HUNDRED DOLLARS [$100] OR LESS) D' CERTIFICATE OF EXEMPTION: I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to theWorkers' Compensation Laws of California. WARNING: Failure tdsec/ire workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and civil fines up to one hundred thousand dollars ($/OOX^TOI>m^d^^iy»6^tnVcoaf of compensation, damages as provided for in Section 3706 of the Labor code, interest and attorney's fees. SIGNATURE (S[OOC_) X—' Lj5" DATE | ?—lU ~ OQ 7. OWNER-BUILDER DECLARATION \ I hereby affirm that I am exempt from the Contractor's License Law for the following reason: f~l I, as owner of the property or my employees with wages as their sole compensation, will do the work and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or through his own employees, provided that such improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner-builder will have the burden of proving that he did not build or improve for the purpose of sale). l~l 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). Q 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. Q YES QNO 2. I (have / have not) signed an application for a building permit for the proposed work. 3. I have contracted with the following person (firm) to provide the proposed construction (include name / address / phone number / contractors license number): 4. I plan to provide portions of the work, but I have hired the following person to coordinate, supervise and provide the major work (include name / address / phone number / contractors license number): 5. I will provide some of the work, but I have contracted (hired) the following persons to provide the work indicated (include name / address / phone number / type of work): PROPERTY OWNER SIGNATURE DATE I ;lOR|A|wSEp^™lBUILDING PERMITS ONLY Is the applicant or future building occupant required to submit a business plan, acutely hazardous materials registration form or risk management and prevention program under Sections 25505, 25533 or 25534 of the Presley-Tanner Hazardous Substance Account Act? [~1 YES l~l NO Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? d YES d NO Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? l~1 YES f~] NO IF ANY OF THE ANSWERS ARE YES, A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED UNLESS THE APPLICANT HAS MET OR IS MEETING THE REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT. 8. CONSTRUCTION LENDING AGENCY I hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued (Sec. 30970) Civil Code). LENDER'S NAME LENDER'S ADDRESS __^____^^_ 9. APPLICANT CERTIFICATION I certify that I have read the application and state that the above information is correct and that the information on the plans is accurate. I agree to comply with all City ordinances and State laws relating to building construction. I hereby authorize representatives of the CitV of Carlsbad to enter upon the above mentioned property for inspection purposes. I ALSO AGREE TO SAVE, INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS, COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT. OSHA: An OSHA permit is required for excavations over 5'0" deep and demolition or construction of structures over 3 stories in height. EXPIRATION: Every permit issued byjhe building Official under the provisions of this Code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced withjn 180 days4fom the date of such permit or if the building or work authorized by such permit is suspended or abandoned at any time after the work is comr^nc^jrfe^^p.en^d^f'TBy d^iys (Section 106.4.4 Uniform Building Code). Jl DATE July (o 2OOO WHITE: File YELLOW: Applicant PINK: Finance APPLICANT'S SIGNATURE City of Carlsbad Bldg Inspection Request For: 08/23/2001 Permits CB002525 Title: MOORE - RESIDENCE Description: RAD 472 SF Inspector Assignment: TP 2045 CHARLEEN CR Lot Type:RESDNTL Sub Type: RAD Job Address: Suite: Location: APPLICANT MCANDREW ROBERT Owner: MOORE FAMILY TRUST 05-19-87 Remarks: Phone: 7607155830 Inspector:: v/. C _ - Total Time: CD Description 19 Final Structural 29 Final Plumbing 39 Final Electrical 49 Final Mechanical Requested By: ROBERT Entered By: CHRISTINE Act Comments Associated PCRs Inspection History Date Description 06/22/2001 11 Ftg/Foundation/Piers 05/22/2001 1 7 Interior Lath/Drywall 05/17/2001 13 Shear Panels/HD's 05/14/2001 13 Shear Panels/HD's 05/14/2001 16 Insulation 05/14/2001 18 Exterior Lath/Drywall 05/03/2001 1 3 Shear Panels/HD's 05/03/2001 14 Frame/Steel/Bolting/Welding 05/03/2001 34 Rough Electric 04/09/2001 14 Frame/Steel/Bolting/Welding 04/03/2001 1 5 Roof/Reroof 03/23/2001 14 Frame/Steel/Bolting/Welding 03/23/2001 16 Insulation 03/23/2001 24 Rough/Topout 03/23/2001 34 Rough Electric 03/23/2001 44 Rough/Ducts/Dampers Act Insp Comments AP JC DECK FTG AP JC AP JC PA JC AP JC AP JC CO JC LOOSE NUTS CO JC SHEAR TRANSFER AP JC PA JC DECK NAIL AP JC PA JC PA JC NR JC NR JC NR JC City of Carlsbad Bldg Inspection Request For: 05/03/2001 Permit# CB002525 Title: MOORE - RESIDENCE Description: RAD 472 SF Inspector Assignment: TP 2045 CHARLEEN CR Lot 0 Type: RESDNTL Sub Type: RAD Job Address: Suite: Location: APPLICANT MCANDREW ROBERT Owner: MOORE FAMILY TRUST 05-19-87 Remarks: Phone: 7607155830 Inspector: ^/.C Total Time:Requested By: ROBERT Entered By: ROBIN CD Description 13 Shear Panels/HD's C''• & 14 Frame/Steel/Bolting/Welding P.O 34 Rough Electric Act Comments Associated PCRs Inspection History Date Description 04/09/2001 14 Frame/Steel/Bolting/Welding 04/03/2001 15Roof/Reroof 03/23/2001 14 Frame/Steel/Bolting/Welding 03/23/2001 16 Insulation 03/23/2001 24 Rough/Topout 03/23/2001 34 Rough Electric 03/23/2001 44 Rough/Ducts/Dampers 03/12/2001 66 Grout 02/22/2001 11 Ftg/Foundation/Piers 01/25/2001 65 Retaining Walls 01/04/2001 66 Grout 12/15/2000 11 Ftg/Foundation/Piers 12/15/2000 12 Steel/Bond Beam Act Insp Comments PA JC DECK NAIL AP JC PA JC PA JC NR JC NR JC NR JC AP JC AP JC AP TP W.P & DRAIN FOR WALL AP TP AREA B RET WALL AP TP AREA B & RET WALL AP TP NOTICECITY OP'CARLSBAD (760) 602-2700 BUILDING DEPARTMENT 1635 FARADAY AVENUE ~/3. IDATE 5~3. I <?/ _ TIME LOCATION Xovr ARLisruti C/f PERMIT NO. C X? O A FOR INSPECTION CALL (760) 602-2725. RE-INSPECTION FEE DUE? FOR FURTHER INFORMATION, CONTACT YES URThj --•PHONE BUILDING INSPECTOR CODE ENFORCEMENT OFFICER EsGil Corporation In tPa.rtnersfi.ip with, government for Quitting Sa.fe.ty DATE: November 15, 2OOO JURISDICTION: Carlsbad a PLAN REVIEWER a FILE PLAN CHECK NO.: 00-2525 SET: III PROJECT ADDRESS: 2045 Charleen Circle PROJECT NAME: Moore Residence Addition/ Remodel The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. Xj The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. The applicant's copy of the check list has been sent to: Esgil Corporation staff did not advise the applicant that the plan check has been completed. X] Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Robert McAndrew Telephone #: (760) 471-4914 >Bate'Co>tf acted: (by: ) Fax #: / / A' lyiail Telephone Fax In Person • T. \ X] REMARKS:/ Revise detail 1/6 to show a maximum height of 4 feet. •ByL-Ktift Culver Enclosures: Esgil Corporation H GA D MB D EJ D PC 11/9/00 trnsmtl.dot 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 * (858) 560-1468 * Fax (858) 560-1576 EsGil Corporation In "Partnership with government for Quitting Safety DATE: October 20, 2000 a APPLICANT JURISDICTION: Carlsbad a PLAN REVIEWER a FILE PLAN CHECK NO.: 00-2525 SET: II PROJECT ADDRESS: 2045 Charleen Circle PROJECT NAME: Addition & Remodel-Moore 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. I | The plans transmitted herewith have significant deficiencies identified on the enclosed checklist and should be corrected and resubmitted for a complete recheck. ™ The checklist 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 checklist is enclosed for the jurisdiction to forward to the applicant contact person. The applicant's copy of the checklist has been sent to: Robert McAndrew 2323 Tamara Lane, San Marcos, CA 92069 I I 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: Robert McAndrew dV«*M Telephone #: 760-471-4914 £&He>tu»a>t-«yDate cootQotoa:To-Z2>-oo (by: fcu>0 Fax #: Mail -' Telephone */ Fax In Person REMARKS: By: Tony Embuido (by Kurt Culver) Enclosures: Esgil Corporation D GA D MB D EJ D PC 10/12/00 trnsmtl.dot 9320 Chesapeake Drive, Suite 208 4 San Diego, California 92123 4 (858)560-1468 + Fax (858) 560-1576 Carlsbad 00-2525 October 20, 2000 RECHECK PLAN CORRECTION LIST JURISDICTION: Carlsbad PLAN CHECK NO.: 00-2525 PROJECT ADDRESS: 2045 Charleen Circle SET: II DATE PLAN RECEIVED BY DATE RECHECK COMPLETED: ESGIL CORPORATION: 10/12/00 October 2O, 2000 REVIEWED BY: Tony Embuido (by Kurt Culver) FOREWORD (PLEASE READ): This plan review is limited to the technical requirements contained in the Uniform Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and disabled access. This plan review is based on regulations enforced by the Building Department. You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department or other departments. The following items listed need clarification, modification or change. All items must be satisfied before the plans will be in conformance with the cited codes and regulations. Per Sec. 106.4.3, 1997 Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law. A. To facilitate 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. B. The following items have not been resolved from the previous plan reviews. The original correction number has been given for your reference. In case you did not keep a copy of the prior correction list, we have enclosed those pages containing the outstanding corrections. Please contact me if you have any questions regarding these items. C. Please indicate here if any changes have been made to the plans that are not a result of corrections from this list. If there are other changes, please briefly describe them and where they are located on the plans. Have changes been made not resulting from this list? QYes QNo Carlsbad 00-2525 October 20, 2000 • PLANS Please make all corrections on the original tracings, as requested in the correction list. Submit (two sets of plans for residential projects). For expeditious processing, corrected sets can be submitted in one of two ways: 1. Deliver all corrected sets of plans and calculations/reports directly to the 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. FOUNDATION REQUIREMENTS 20. Foundation plan and details has not been completely checked due to lack of soil's report. Additional corrections may follow upon submittal. AT DETAIL 3/6, PLEASE REVISE THE 6" DIMENSION TO 8 INCHES. FRAMING/STRUCTURAL 24. Provide calculations for main vertical and horizontal framing members and footings (including retaining wall-detail 2/6). Section 106.3.3. A. PLEASE PROVIDE A CALCULATION FOR THE EXISTING HEADER THAT WILL SUPPORT THE FLOOR JOISTS FROM SECTION 3/7. THERE IS A 6' OPENING IN THE EXISTING WALL LINE. B. THE CALCULATIONS FOR THE RETAINING WALL REQUIRE A FOOTING WIDTH OF 4 FEET, BUT THE DETAIL ON SHEET 8 ONLY SPECIFIES A WIDTH OF 3'-6". PLEASE REVISE. 26. Please show in the calculations how the redundancy was determined, per Section 1630.1.1. I COULD NOT FIND THE "p" CALCULATION. PLEASE PROVIDE. 32. When roof pitch is less than 3:12, design ridge as a beam. Section 2320.12. See roof shown on section [2]. THIS WAS NOT DONE. EsGil Corporation In ^Partnership with, government for ftuiCcting Safety DATE: July 18, 2OOO a APP JURISDICTION: Carlsbad a PLAN REVIEWER a FILE PLAN CHECK NO.: 00-2525 SET: I PROJECT ADDRESS: 2045 Charleen Circle PROJECT NAME: Addition & Remodel-Moore 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 checklist and should be corrected and resubmitted for a complete recheck. The checklist 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 checklist is enclosed for the jurisdiction to forward to the applicant contact person. The applicant's copy of the checklist has been sent to: Robert McAndrew 2323 Tamara Lane, San Marcos, CA 92069 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: Robert McAndrew (v.M.\ Telephone #: 760-471-4914 Date Gontocfcd: l-^b-oo (by:-£*uu) Fax #: Mail \s Telephone • Fax In Person REMARKS: By: Tony Embuido Enclosures: Esgil Corporationn GA n MB n EJ npc 07/10/00 tmsm«.dot 9320 Chesapeake Drive, Suite 208 * San Diego, California 92123 + (858)560-1468 * Fax (858) 560-1576 Carlsbad 00-2525 July 18, 2000 PLAN REVIEW CORRECTION LIST SINGLE FAMILY DWELLINGS AND DUPLEXES PLAN CHECK NO.: 00-2525 JURISDICTION: Carlsbad PROJECT ADDRESS: 2045 Charleen Circle FLOOR AREA: + 472-R3 REMARKS: DATE PLANS RECEIVED BY JURISDICTION: 07/06/00 DATE INITIAL PLAN REVIEW COMPLETED: July 18, 2000 STORIES: 2 HEIGHT: -12' DATE PLANS RECEIVED BY ESGIL CORPORATION: 07/10/00 PLAN REVIEWER: Tony Embuido FOREWORD (PLEASE READ): This plan review is limited to the technical requirements contained in the Uniform Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and access for the disabled. This plan review is based on regulations enforced by the Building Department. You may have other corrections based on laws and ordinance by the Planning Department, Engineering Department, Fire Department or other departments. Clearance from those departments may be required prior to the issuance of a building permit. Present California law mandates that residential construction comply with the 1998 edition of the California Building Code (Title 24), which adopts the following model codes: 1997 UBC, 1997 UPC, 1997 UMC and 1996 NEC (all effective 7/1/99). The above regulations apply to residential construction, regardless of the code editions adopted by ordinance. The following items listed need clarification, modification or change. All items must be satisfied before the plans will be in conformance with the cited codes and regulations. Per Sec. 106.4.3, 1997 Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law. To speed up the recheck process, please note on this list (or a copy) where each correction item has been addressed, i.e.. plan sheet number, specification section, etc. Be sure to enclose the marked up list when you submit the revised plans. Carlsbad OO-2525 July 18, 2000 . PLANS • Please make all corrections on the original tracings, as requested in the correction list. Submit (two sets of plans for residential projects). For expeditious processing, corrected sets can be submitted in one of two ways: 1. Deliver all corrected sets of plans and calculations/reports directly to the 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. 1. All sheets of plans must be signed by the person responsible for their preparation. (California Business and Professions Code). 2. Final set of plans, specifications and calculations shall be signed and sealed by the California state licensed engineer or architect responsible for their preparation, for plans deviating from conventional wood frame construction. Specify expiration date of license. (California Business and Professions Code). 3. Provide a statement on the Title Sheet of the plans stating that this project shall comply with the 1998 edition of the California Building Code (Title 24), which adopts the 1997 UBC, UMC and UPC and the 1996 NEC. • GENERAL RESIDENTIAL REQUIREMENTS 4. Glazing in the following locations should be of safety glazing material in accordance with Section 2406.4 (see exceptions): Specify tempered glass on floor plans. a) Fixed and sliding panels of sliding door assemblies and panels in swinging doors other than wardrobe doors. b) Fixed or operable panels adjacent to a door where the nearest exposed edge of the glazing is within a 24-inch arc of either vertical edge of the door in a closed position and where the bottom exposed edge of the glazing is less than 60 inches above the walking surface. Carlsbad 00-2525 July 18, 200O • ROOFING 5. Specify roof slope, roof material and application. Chapter 15. 6. Per local ordinance, a Class 'A' roof covering is required. Please note on the plans. 7. Specify on the plans the following information for the deck materials, per Section 106.3.3: See dex-o-tex specified on plans. a) ICBO approval number, or equal. 8. Specify minimum 1/4 inch per foot roof/deck slope for drainage or design to support accumulated water. Section 1506.1. • FOUNDATION REQUIREMENTS 9. All new residential buildings including additions, require a soil's report. An update letter is required if the report is more than 3 years old. This is a 2-story addition. 10. Provide a CURRENT copy of the project soil report prepared by a California licensed architect or civil engineer. The report shall include foundation design recommendations based on the engineer's findings and shall comply with UBC Section 1804. 11. In Seismic Zone 4, each site shall be assigned a near-source factor. Identify this value in the soils report and on the plans. Section 1629.4.2. 12. Investigate the potential for seismically induced soil liquefaction and soil instability in Seismic Zones 3 and 4. Section 1804.5. 13. Note on the plan the soil's classification, whether or not the soil is expansive and note the allowable bearing value. Section 106.3.3. 14. The soil's engineer may require that he/she review the foundation excavations. Note on the foundation plan that "Prior to the contractor requesting a Building Department foundation inspection, the soils engineer shall advise the building official in writing that: a) The building pad was prepared in accordance with the soils report, b) The utility trenches have been properly backfilled and compacted, and c) The foundation excavations, the soils expansive characteristics and bearing capacity conform to the soils report." Carlsbad OO-2525 July 18, 2OOO 15. Provide a letter from the soils engineer confirming that the foundation plan, grading 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 documents (when required by the soil report). 16. The following anchor bolt requirements shall apply in Seismic Zones 3 and 4, per Section 1806.6.1: See foundation keynote #8. a) Plate washers (minimum size of 2" x 2" x 3/16") shall be used on each anchor bolt. 17. Show size, embedment and location of hold down anchors on foundation plan. Section 106.3.3. 18. If hold-downs are required, note on plan that hold down anchors must be tied in place prior to foundation inspection. Section 108.5.2. 19. Note on plans that surface water will drain away from building & key elevations. Section 1804.7. See site plan. 20. Foundation plan and details has not been completely checked due to lack of soil's report. Additional corrections may follow upon submittal. • FRAMING/STRUCTURAL 21. Correct nailing to show it will be in compliance with Table 23-II-B-1. 22. Specify all header sizes for openings over 4' wide. Section 2320.11.6. 23. In Seismic Zones 3 and 4, where allowable shear values exceed 350 plf in wood structural panel shear walls, foundation sill plates and all framing members receiving edge nailing from abutting panels shall not be less than a single 3" nominal member. In shear walls where the total wall design shear does not exceed 600 plf, a single 2" nominal sill plate may be used, provided the anchor bolts are designed for a load capacity of 50% or less of the allowable capacity. Table 23-11-1-1, footnote 3. 24. Provide calculations for main vertical and horizontal framing members and footings (including retaining wall-detail 2/6). Section 106.3.3. 25. Provide calculations for lateral loads, shear panels, shear transfer and related. Section 106.3.3. 26. Please show in the calculations how the redundancy was determined, per Section 1630.1.1. Carlsbad 00-2525 July 18, 2000 27. In Seismic Zone 4, aspect ratios are limited to 2:1 for wood shear panels. Table 23-ll-G. 28. Show the following on the plans for the required braced wall panels. If the requirements of braced wall panels in conventional light frame construction are not possible, provide design calculations from a licensed Engineer or Architect. a) Show on the plans the location, length and type of braced wall panel as per UBC Section 2320.11.3 and Table 23-IV-C-1. i) Braced wall panels shall start at not more than 8' from each end of a braced wall line. ii) Braced wall lines shall be in line or offset from each other by not more than 4 feet. iii) In Seismic Zones 2B, 3 and 4, braced wall panels at the first story of a two story building shall be installed at each end and not more than 25' on center along the length of the braced wall line (but not less than 25% of the building length). Table 23-IV-C-1. iv) In all Seismic Zones, braced wall panels in one story structures (or the top story of a two or three story building) shall be installed at each end and not more than 25' on center along the length of the braced wall line. b) Interior braced wall panels shall extend to the roof/floor diaphragm level. c) Any braced wall panel required by Section 2320.11.3 may be replaced by an alternate braced wall panel. UBC Section 2320.11.4. For alternate braced wall panels in one story buildings, show compliance with the following on the plans: i) Minimum braced panel length is 2'-8" in width and a maximum height of 10'-0". ii) Each braced wall panel is sheathed on at least one face with 3/8" plywood sheathing nailed with 8d common or galvanized box nails per 23-II-B-1 and blocked at all plywood edges, iii) A minimum of two anchor bolts installed in accordance with Section 1806.6 between hold down devices, iv) An approved hold down device fastened to the foundation and capable of providing an uplift capacity of not less than 1,800 pounds is provided at each panel end. v) The foundation that supports the braced panels is continuous across the entire length of the braced wall line and reinforced with a minimum of one # 4 bar top and bottom. d) In the first story of a two story building, each alternate braced wall panel shall be as described above except that the plywood sheathing shall be provided on both faces, three anchor bolts are to be installed, and hold down devices at panel ends with uplift capacity of not less that 3,000 pounds provided. Carlsbad 00-2525 July 18, ,2000 29. Show on the plans all structural requirements developed in the structural calculations. Section 106.3.3. (When design calc's. has been submitted.) 30. Detail shear transfer connections, including roof and floor diaphragms to shear walls. Section 2315. 31. 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 106.3.3. 32. When roof pitch is less than 3:12, design ridge as a beam. Section 2320.12. See roof shown on section [2]. • ELECTRICAL (NATIONAL ELECTRICAL CODE) 33. Show on the plan the amperage of the electrical service, the location of the service panel and the location of any sub-panels. If service is over 200 amps, submit single line diagram, panel schedule and load calculations. • ENERGY CONSERVATION 34. Provide plans, calculations and worksheets to show compliance with current energy standards. 35. The regulations require a properly completed and properly signed Form CF-1R 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. 36. All energy items shown on the plans must be in agreement with the information shown on the properly completed Form CF-1 R. What R-value is used for floor? 37. Specify on the building plans all of the mandatory energy conservation requirements as listed on the enclosure titled, "Mandatory Measures Checklist". 38. Show the make, model, type and efficiency of the space heating (or cooling) system. 39. For room additions, show compliance with the energy standards. See attached. 40. Provide a note on the plans stating "All new glazing (fenestrations) will be installed with a certifying label attached, showing the U-value." . MISCELLANEOUS 41. Indicate size of reinforcing bars on footing details shown on sheet 6. Carlsbad OO-2525 July 18, 2000 42. Are dowels into retaining wall required from continuous footings on each side? If so, indicate size and spacing. See foundation plan where it occurs. 43. Show details for waterproofing masonry walls below grade where interior finished floor exists. (City Policy No. 80-8). To speed up the review process, note on this list (or a copy) where each correction item has been addressed, i.e., plan sheet, note or detail number, calculation page, etc. Please indicate here if any changes have been made to the plans that are not a result of corrections from this list. If there are other changes, please briefly describe them and where they are located in the plans. • Have changes been made to the plans not resulting from this correction list? Please indicate: Yes a No a The jurisdiction has contracted with Esgil Corporation located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123; telephone number of 858/560-1468, to perform the plan review for your project. If you have any questions regarding these plan review items, please contact Tony Embuido at Esgil Corporation. Thank you. CITY OF CARLSBAD POLICIES AND PROCEDURES NUMBER: 80-8 EFFECTIVE: 9/23/80 SUPERSEDES: SUBJECT: WATERPROOFING BELOW GRADE SECTION: BUILDING DEPARTMENT PURPOSE: POLICY: TO ESTABLISH A UNIFORM POLICY FOR WATERPROOFING BELOW GRADE MASONRY WALLS. The Building Department requires approval in advance of any method of waterproofing below grade masonry walls except the one shown below. THE FOLLOWING METHODS ARE APPROVED. 1. Three layers hot mop and felt. 2. Johns-Manville menbrane waterproofing system. 3. U.S.G. "Supertite" system 4. Thoroseal 5. Flintkote "Yellow Jacket". GRADE INTERIOR FINISHED FLOOR 1/2" GRAVEL (M1N.) 4" DRAIN PIPE (PERFORATED OHOPEN JOINT). DRAIN PIPE SHALL SLOPE TO FINISHED GRADE AT 1,8" PER FOOT MIN. initiated By:-Approved By: TABLE NO. 1-Z7 A L TERN A TIVE COMPONENT PA CKA GES FOR CLIMATE ZONE 7 COMPONENT BUILDING ENVELOPE Insulation Minimums? Ceiling Wood Frame Walls "Heavy Mass" Walls "Light Mass" Walls Below Grade Walls Slab Floor Perimeter Raised Floors Concrete Raised Floors GLAZING . Maximum U-value^ Maximum Total Area Maximum Total Nonsouth Facing Area Minimum South Facing Area SOLAR HEA T GAIN COEFFICIENT4 South Facing Glazing West Facing Glazing East Facing Glazing North Facing Glazing THERMAL MASS5 INFILTRATION CONTROL Continuous Barrier Air-to-Air Heat Exchanger SPACE HEA TING SYSTEM6 Electric Rsistant Allowed If Gas, AFUE = If Heat Pump, Split System HSPF8 = Single Package System HSPF = SPACE COOLING SYSTEM If Split System A/C, SEER = If Single Package A/C, SEER9 = DOMESTIC WATER HEATING TYPE System must meet budget, see 151 (b) land 15I(f)(9) A RI9 RI3 (RI.7) [R4.0] NA NR R13 NA 1. 10 NR 9.6% 6.4% NR NR NR NR REQ NR NR NO 78% 6.8 6.6 10.0 9.7 ANY PACKAGE1 B C R30 RI3 (R1.4) [R3.5] NA R7 RI3 NA 0.65 14% NR NR NR NR NR NR NR NR NR NO 78% 6.8 6.6 1 0.0 9.7 ANY R38 R2I NA NA NA R7 R21 NA 0.50 14% NR NR NR NR NR NR REQ NR NR YES7 78% 6.8 6.6 10.0 9.7 ANY9 D R30 RI3 (R2.44) NA RO NR RI9 RO 0.75 20% NR NR NR NR NR NR NR NR NR NO MIN MIN MIN MIN MIN ANY LEGEND: NR = Not Required; NA = Not Applicable; REQ = Required; MIN = Minimum SEE NOTES FOLLOWING TABLE NO. I-216 3-34 July 1,1999 Residential Manual MANDATORY MEASURES CHECKLIST; RESIDENTIAL(pagei of 2) MF-1R Note: Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance approach used. Items marked with an asterisk (*) may be superseded by more stringent compliance requirements listed on the Certificate of Compliance. When this checklist is incorporated into the permit documents, the features noted shall be considered by all parties as minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only. TTS, Instructions: Check or initial applicable boxes when completed or enter N/A if not applicable. DESCRIPTION Building Envelope Measures: * §150(a): Minimum R-19 ceiling insulation. §150(b): Loose fill insulation manufacturer's labeled R-Value. * §150(c): Minimum R- 13 wall insulation in wood framed walls or equivalent U-value in metal frame walls (does not apply to exterior mass walls). * §l50(d): Minimum R-13 raised floor insulation in framed floors. §150(1) : Slab edge insulation - water absorption rate no greater than 0.3%, water vapor transmission rate no greater than 2.0 perm/inch. §1 IS: Insulation specified or installed meets insulation quality standards. Indicate type and form. §116-17: Fenestration Products, Exterior Doors, and Infiltration/Exfiltration Controls I. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. 2. Fenestration products (except field-fabricated)have label with certified U-value, certified Solar Heat Gait Coefficient (SHGC), and infiltration certification. 3. Exterior doors and windows weatherstripped; all joints and penetrations caulked and sealed. §l50(g): Vapor barriers mandatory in Climate Zones Hand 16only. §150(0: Special infiltration barrier installed to comply with § 151 meets Commission quality standards. § 1 50(e): Installation of Fireplaces, Decorative Gas Appliances and Gas Logs. 1. Masonry and factory -built fireplaces have: a. Closeable metal or glass door b. Outside air intake with damper and control c. Flue damper and control 2. No continuous burning gas pilot lights allowed. Space Conditioning, Water Heating and Plumbing System Measures: §1 10-§1 13: HVAC equipment, water heaters, showerheads and faucets certified by the Commission. § 1 50(h): Heating and/or cooling loads calculated in accordance with ASHRAE, SMACNA or ACCA. § 1 50(i): Setback thermostat on all applicable heating and/or cooling systems. §150(j): Pipe and tank insulation 1. Storage gas water heaters rated with an Energy Factor less than 0.58 must be externally wrapped with insulation having an installed thermal resistance of R-12 or greater. 2. First 5 feet of pipes closest to water heater tank, non-recirculating systems, insulated (R-4 or greater) 3. Back-up tanks for solar system, unfired storage tanks, or other indirect hot water tanks have R-12 external insulation or R-16 combined internal/external insulation. 4. All buried or exposed piping insulated in recirculating sections of hot water systems. 5. Cooling system piping below 55° F insulated. 6. Piping insulated between heating source and indirect hot water tank. DESIGNER ENFORCEMENT July 1,1999 MANDATORY MEASURES CHECKLIST: RESIDENTIAL(page2of2) MF-1R Note: Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance approach used. Items marked with an asterisk (*) may be superseded by more stringent compliance requirements listed on the Certificate of Compliance. When this checklist is incorporated into the permit documents, the features noted shall be considered by all parties as minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only. Instructions: Check or initial applicable boxes when completed or enter N/A if not applicable. DESCRIPTION Space Conditioning, Water Heating and Plumbing System Measures: (continued) * §150(m): Ducts and Fans 1. All ducts and plenums constructed, installed, insulated, fastened, and sealed to comply with the ICBO 199 UMC sections 601 and 603; ducts insulated to a minimum installed R-4.2 or ducts enclosed entirely withi conditioned space. Openings shall be sealed with mastic, tape, aerosol sealant or other duct closure systen that meets the applicable requiremetns of UL181, UL181A, or UL181B and other applicable specified tests for longevity given in § 150(m).. 2. Exhaust fan systems have back draft or automatic dampers. 3. Gravity ventilating systems serving conditioned space have either automatic or readily accessible, manual! operated dampers. § 1 14: Pool and Spa Heating Systems and Equipment. 1 . System is certified with 78% thermal efficiency, on-off switch, weatherproof operating instructions, no electric resistance heating and no pilot light 2. System is installed with: a. At least 36" of pipe between filter and heater for future solar heating, b. Cover for outdoor pools or outdoor spas. 3. Pool system has directional inlets and a circulation pump time switch. § I IS: Gas fired central furnaces, pool heaters, spa heaters or household cooking appliances have no continuously burning pilot light. (Exception: Non-electrical cooking appliances with pilot < 150 Btu/hr) Lighting Measures: §150(k)l.: Luminaires for general lighting in kitchens shall have lamps with an efficacy of 40 lumens/watt 01 greater for general lighting in kitchens. This general lighting shall be controlled by a switch on a readily accessible lighting control panel at an entrance to the kitchen. §1 50(k)2.: Rooms with a shower or bathtub must either have at least one luminaire with lamps with an efficac of 40 lumens/watt or greater switched at the entrance to the room or one of the alternatives to this requiremei allowed in §150(k)2.; and recessed ceiling fixtures are 1C (insulation cover) approved. DESIGNER n y t ENFORCEMENT July 1,1999 Carlsbad 00-2525 July 18, 2000 VALUATION AND PLAN CHECK FEE JURISDICTION: Carlsbad PLAN CHECK NO.: 00-2525 PREPARED BY: Tony Embuido DATE: July 18, 2000 BUILDING ADDRESS: 2045 Charleen Circle BUILDING OCCUPANCY: R-3/U-1 TYPE OF CONSTRUCTION: V-N BUILDING PORTION PER CITY Air Conditioning Fire Sprinklers TOTAL VALUE BUILDING AREA (Sq.Ft.)VALUATION MULTIPLIER VALUE ($) 46,256 46,256 46,256 "199 UBC Building Permit Fee 199 UBC Plan Check Fee Q Bldg. Permit Fee by ordinance: $ 383.43 fj Plan Check Fee by ordinance: $ 249.23 Type of Review: H Complete Review CD Structural Only CD Hourly CD Repetitive Fee Applicable CD Other: Esgil Plan Review Fee: $199.38 Comments: Sheet 1 of 1 macvalue.doc 5100 City of Carlsbad Public Works — Engineering DATE: BUILDING ADDRESS: PROJECT DESCRIPTION: ASSESSOR'S PARCEL NUMBER: BUILDING PLANCHECK CHECKLIST PLANCHECK NO.; CB EST. VALUE: ENGINEERING DEPARTMENT APPROVAL The item you have submitted for review has been approved. The approval is based on plans, information and/or specifications provided in your submittal; therefore any changes to these items after this date, including field modifications, must be reviewed by this office to insure continued conformance with applicable codes. Please review carefully all comments attached, as failure to comply with instructions in this report can result in suspension of permit to build. Qi Right-of-Way permit is required prior to construction of the following improvements: Please marked or spe codes aft specifications t( By: By: By: DENIAL attached report of deficiencies ake necessary corrections to plans for compliance with applicable Submit corrected plans and/or office for review. Date: Date: Date: By: FOR OFFICIAL USE ONLY INEERING AUTHORIZATION TO ISSUE BUILDING Da ATTACHMENTS D Dedication Application D Dedication Checklist D Improvement Application D Improvement Checklist D Future Improvement Agreement D Grading Permit Application D Grading Submittal Checklist D Right-of-Way Permit Application [] Right-of-Way Permit Submittal Checklist and Information Sheet Q Sewer Fee Information Sheet ENGINEERING DEPT. CONTACT PERSON Name: KATHLEEN M. FARMER City of Carlsbad Address: 1635 Faraday Avenue, Carlsbad, CA 92008 Phone: (760) 602-2741 CFD INFORMATION Parcel Map No: Lots: Recordation: Carlsbad Tract: A-4 CA 92OOS|-7314 • (76O) 602-2720 • FAX (760) 6O2««5@@ BUILDING PLANCHECK CHECKLIST D D D SITE PLAN Provide a fully dimensioned site plan drawn to scale. Show: ^^ <)faA) Arrow Cllx R'9nt~Df-Way Width & Adjacent Streets ting & Proposed Structures ;3^T Driveway widths Isting Street Improvements . Jf^ Existing or proposed sewer lateral Lines—sS/vaw diwtiiofeJS* Existing or proposed water service 7 17 i Pi. tJjts _>U^*Existing or proposed irrigation service 2. Show on site plan: - A. MH/0 Drainage Patterns 1 . Building pad surface drainage must maintain a minimum slope of one percent towards an adjoining street or an approved drainage course. 2. ADD THE FOLLOWING NOTE: "Finish grade will provide a minimum positive drainage of 2% to swale 5' away from building." B. Existing & Proposed Slopes and Topography C. Size, type, location, alignment of existing or proposed sewer and water service (s) that serves the project. Each unit requires a separate service, however, - second dwelling units and apartment complexes are an exception. D. Sewer and water laterals should not be located within proposed driveways, per standards. 3. Include on title sheet: A. Site address B. Assessor's Parcel Number C. Legal Description For commercial/industrial buildings and tenant improvement projects, include: total building square footage with the square footage for each different use, existing sewer permits showing square footage of different uses (manufacturing, warehouse, office, etc.) previously approved. EXISTING PERMIT NUMBER DESCRIPTION H:\WORD\DOCS\CHKLST\BulkJino Planctec* CUst Form (Generfc).doc Rev. 7/14/00 BUILDING PLANCHECK CHECKLIST oND oRD DISCRETIONARY APPROVAL COMPLIANCE 4a. Project does not comply with the following Engineering Conditions of approval for Project No. : [Z3 IZ3 4b. All conditions are in compliance. Date: DEDICATION REQUIREMENTS 5. Dedication for all street Rights-of-Way adjacent to the building site and any storm drain or utility easements on the building site is required for all new buildings and for remodels with a value at or exceeding $ , pursuant to Carlsbad Municipal Code Section 18.40.030. Dedication required as follows: Dedication required. Please have a registered Civil Engineer or Land Surveyor prepare the appropriate legal description together with an 8 Yz" x 11" plat map and submit with a title report. All easement documents must be approved and signed by owner(s) prior to issuance of Building Permit. Attached please find an application form and submittal checklist for the dedication process. Submit the completed application form with the required checklist items and fees to the Engineering Department in person. Applications will not be accept by mail or fax. Dedication completed by:Date: IMPROVEMENT REQUIREMENTS CH [~] 6a. All needed public improvements upon and adjacent to the building site must be constructed at time of buildina. construction whenever the value of the construction exceeds $ JTPi Qv» , 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 H:WORD\DOCSlCHKLST\BullcJinQ Plancheck Cklsl Form (Genenc).doc Rev. 7/14/00 BUILDING PLANCHECK CHECKLIST 1ST D ->ND 3RD D D ODD checklist must be submitted in person. Applications by mail or fax are not accepted. Improvement plans must be approved, appropriate securities posted and fees paid prior to issuance of building permit. Improvement Plans signed by:Date: 6b. Construction of the public improvements may be deferred pursuant to Carlsbad Municipal Code Section 18.40. Please submit a recent property title report or current grant deed on the property and processing fee of $ so we may prepare the necessary Future 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: ODD D D-D Please return6c. Enclosed please find your Future Improvement Agreement, agreement signed and notarized to the Engineering Department. Future Improvement Agreement completed by: Date: 6d. No Public Improvements required. SPECIAL NOTE: Damaged or defective improvements found adjacent to building site must be repaired to the satisfaction of the City Inspector prior to occupancy. GRADING PERMIT REQUIREMENTS The conditions that invoke the need for a grading permit are found in Section 11.06.030 of the Municipal Code. 7a. Inadequate information available on Site Plan to make a determination on grading requirements. Include accurate grading quantities (cut, fill import, export). 7b. Grading Permit required. A separate grading plan prepared by a registered Civil Engineer must be submitted together with the completed application form attached. NOTE: The Grading Permit must be issued and rough grading approval obtained prior to issuance of a Building Permit. D D D Grading Inspector sign off by:Date: 7c. Graded Pad Certification required. (Note: Pad certification may be required even if a grading permit is not required.) H:\WORD\DOCS\CHKLST\BuBdlng Plancheck CUst Form <Genertc).doc Rev. 7/14/00 BUILDING PLANCHECK CHECKLIST 1ST D D D a 3RD a a ana 7d .No Grading Permit required. 7e. If grading is not required, write "No Grading" on plot plan. MISCELLANEOUS PERMITS 8. A RIGHT-OF-WAY PERMIT is required to do work in City Right-of-Way and/or private work adjacent to the public Right-of-Way. Types of work include, but are not limited to: street improvements, tree trimming, driveway construction, tying into public storm drain, sewer and water utilities. Right-of-Way permit required for: D D D D D D D D D 9. INDUSTRIAL WASTE PERMIT If your facility is located in the City of Carlsbad sewer service area, you need to contact the Carlsbad Municipal Water District, located at 5950 El 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 7153, for assistance. Industrial Waste permit accepted by: Date: 10. 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 the City Engineer prior to issuance of grading or building permit, whichever occurs first. 11. Q Required fees are attached Q No fees required WATER METER REVIEW 12a. Domestic (potable) Use Ensure that the meter proposed by the owner/developer is not oversized. Oversized meters are inaccurate during low-flow conditions. If it is oversized, for the life of the meter, the City will not accurately bill the owner for the water used. • All single family dwelling units received "standard" 1" service with 5/8" service. H:\WORD\DOCS\CHKLST\BuiWin9 Plancheck Cklst Form (Geneitc).doc BUILDING PLANCHECK CHECKLIST ST RD ODD • 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). 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 project is a newer development (newer than 1998), check the recent improvement plans and observe if the new irrigation service is reflected on the improvement sheets. If so, at the water meter station, the demand in gpm may be listed there. Irrigation services are listed with a circled "I", and potable water is typically a circled "W". The irrigation service should look like: STA 1+00 Install 2" service and 2. 3. 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 (w/ a right of way permit of course), then the applicant must provide irrigation calculations for estimated worst-case irrigation demand (largest zone with the farthest reach). Typically, Larry Black has already reviewed this if landscape plans have been prepared, but the applicant must provide the calculations to you for your use. Once you have received a good example of irrigation calculations, keep a set for your reference. In general the calculations will include: • Hydraulic grade line • Elevation at point of connection (POC) • Pressure at POC in pounds per square inch (PSI) • Worse case zone (largest, farthest away from valve • Total Sprinkler heads listed (with gpm use per head) • Include a 10% residual pressure at point of connection 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 H:\WORDU3OCS\CHKLST\BuMing Planche* Cklsl Form (Geneiic).doc Rev. 7/U/oo BUILDING PLANCHECK CHECKLIST jND oRD service boundary, the City intends on switching these irrigation services/meters to a new recycled water line in the future. D D D 12c- Irrigation Use (where recycled water is available) - - 1. Recycled water meters are sized the same as the irrigation meter above. 2. If a project fronts a street with recycled water, then they should be connecting to this line to irrigate slopes within the development. For subdivisions, this should have been identified, and implemented on the improvement plans. Installing recycled water meters is a benefit for the applicant since they are exempt from paying the San Diego County Water Capacity fees. However, if they front a street which the recycled water is there, but is not live (sometimes they are charged with potable water until recycled water is available), then the applicant must pay the San Diego Water Capacity Charge. If within three years, the recycled water line is charged with recycled water by CMWD, then the applicant can apply for a refund to the San Diego County Water Authority (SDCWA) for a refund. However, let the applicant know that we cannot guarantee the refund, and they must deal with the SDCWA for this. 13. Additional Comments; H:\WORDdOCS\CHKLST\8uMingPlandwckCklst Form (Generic).doc -7 Rev. 7/14/00 Vs!N| o a 8 8 tp ro D. 0. \ D PLANNING DEPARTMENT BUILDING PLAN CHECK REVIEW CHECKLIST *'•'Plan Check No. CB 00- Planner APN: Address Greg Fisher Phone (760) 602-4629 Type of Project & Use: Zoning: V**V General Plan: CFD fin/nut) # Circle One _Date of participation: Net Project Density: DU/AC _ Facilities Management Zone: I Remaining net dev acres: (For non-residential development: Type of land used created by this permit: ) Legend:Item Complete Environmental Review Required: DATE OF COMPLETION: YES Item Incomplete - Needs your action NO TYPE Compliance with conditions of approval? If not, state conditions which require action. Conditions of Approval: Discretionary Action Required: APPROVAL/RESO. NO. PROJECT NO. ___ YES NO TYPE DATE 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_ CA Coastal Commission Authority? YES NO NO If California Coastal Commission Authority: Contact them at - 3111 Camino Del Rio North, Suite 200, San Diego CA 92108-1725; (619) 521-8036 Determine status (Coastal Permit Required or Exempt): Coastal Permit Determination Form already completed? If NO, complete Coastal Permit Determination Form now. Coastal Permit Determination Log #: YES NO Follow-Up Actions: 1) Stamp Building Plans as "Exempt" or "Coastal Permit Required" (at minimum Floor Plans). 2) Complete Coastal Permit Determination Log as needed. H:\ADMIN\COUNTER\BldgPlnchkRevChklst I I inclusionary Housing Fee required: YES NO (Effective date of Inclusionary Housing Ordinance - May 21, 1993.) Data Entry Completed? YES NO (A/P/Ds, Activity Maintenance, enter CB#, toolbar, Screens, Housing Fees, Construct Housing Y/N, Enter Fee, UPDATE!) Site Plan: ' . • ., | j | | 1. Provide a fully dimensional site plan drawn to scale. Show: North arrow, property lines, ea^semen^s, existing and proposed structures, streets, existing street improvements, right-of-way width, dimensional setbacks and existing topographical lines. | | 2. Provide legal description of property and assessor's parcel number. Zoning: C] EH 1- Setbacks: Front: Interior Side: Street Side: Rear: Required Required Required /Q " Required Jo I I 2. Accessory structure setbacks: Front: ^-"" X Required Interi0r Side: \ Required Sjtreet Side: \ Required Required Structure separation: 3. Lot Coverage: 4. Height: Required Required I [ 5. Parking: Spaces Required Guest Spaces Required I I I I I | Additional Comments Shown Shown Shown _» Shown Shown _ Shown _ hown _ Shown _ Shown Shown Shown Shown Shown OK TO ISSUE AND ENTERED APPROVAL INTO COMPUTER H:\ADMIN\COUNTER\BldgPlnchkRevChklst - H. 'Is s*AJ*~i L: -^_ .. . i i_1 ENGINEERING I DESIGN GROUP GEOTECHNICAL CIVIL, STRUCTURAL 5 ARCHITECTURAL CONSULTANTSFOB RESIDENTIAL 8 COMMERCIAL CONSTRUCTION 2121 Montiel Road, San Marcos, California 92069 • (760) 839-7302 • Fax: (760) 480-7477 • E-mail: ENGDG@aol.com PROJECT: PROJECT ADDRESS: DATE: JOB No: MOORE RESIDENCE ADDITION Addendum #1 - Response to City of Carlsbad Comments 2045 Charleen Circle Carlsbad, CA November 3, 2000 002402-2 TABLE OF CONTENTS ITEM VERTICAL DESIGN REDUNDANCY FACTOR SHEET # VI L1-L2 PREPAREDLY /~-^ Project Engineer ENGINEERING DESIGN GROUP Job Name rlgog.^ u.&.'b rr 2121 Montiel Road San Marcos CA -92069 Office (760) 839-7302 FAX (760) 480-7477 E-mail: ENGDG@aol.com Job No. By _oojJd92^r_^i S h e et N o. - vJ - ^ l nfj i jj ___ Li'3C>/'LlSD>)62N)3 6 - vJ -r~=^ A ..„_. u ^— e^. I T u \ i tr ••(J l.< ! !. -> i^ El IN vJ UN L^i jC/lv JJ. > V_J 2121 Montiel Road San Marcos CA -92069office (760 839-7302 FAX (760) 480-7477 E-mail: ENGDG@aol.com j o b j\j a m e Job Address ___ Job No. By 007.^0-2^17,—Sheet No. —Date kl 2--(50-±>ecT \ot-v WKu-:;'~C>RvC> N (gOCg 2-2.•4 OH ENGINEERING Job NarreDESIGN GROUP JobNa'"e-Job Address _________ _^5J±5_ ____ ^-^^ Job No ____________________ _°o7= l-io_7-._- TL _____ sheet No. _____ U2= By ________________ ^^ ________________ Date _______ 10-^0-00 P ^ " \1-\1- \ «-. ^ _^ tt 6\*J lA. -f^, - H\5-v~ ri t?\frfHg.KGr\ ft -Z- f-z-) 5 vo 2-H T.V ^ «s •' ^ 66- _r_^* \\ ENGINEERINGI DESIGN GROUP GEOTECHNICAL, CIVIL, STRUCTURAL & ARCHITECTURAL CONSULTANTSFOR RESIDENTIAL & COMMERCIAL CONSTRUCTION 2121 Montiel Road, San Marcos, California 92069 • (760) 839-7302 • Fax: (760) 480-7477 • E-mail: ENGDG@aol.com PROJECT: PROJECT ADDRESS: DATE: JOB No: MOORE RESIDENCE ADDITION 2045 Charleen Circle Carlsbad, CA 92008 September 12, 2000 002402-2 TABLE OF CONTENTS ITEM STRUCTURAL DESIGN DATA SHEET STRUCTURAL DESIGN LOADS VERTICAL DESIGN LATERAL DESIGN SHEAR SCHEDULE RETAINING WALL DESIGN - 6 FOOT SECTION DETAILS STRUCTURAL SPECIFICATIONS SHEET # Gl G2-G3 VI -V3 L1-L5 L6 R1-R2 D1-D2 S1-S6 PREPARE REVIEWED BY: Tony PROJECT: MOORE RESIDENCE ADDITION JOB No: 002402-2 SHEET: Gl CODE: SEISMIC ZONE: WIND EXPOSURE: SOIL DATA: STRUCTURAL DESIGN DATA SHEET 1997 UNIFORM BUILDING CODE 4 C, 70 MPH WIND SPEED TABLE 18-I-A OF THE 1997 U.B.C. MATERIALS STEEL ROLLED SHAPES BOLTS WELDS A36 A307 E70XX, PER AWS Dl.l SPECIFICATIONS CONCRETE FOUNDATION (STD) FOUNDATION (FRAME) REBAR #5 or LESS REBAR #6 or LARGER Fc' = 2,500 PSI Fc'= 3,000 PSI Fy = 40 KSI Fv = 60 KSI LUMBER BOARD DIMENSION 2X DIMENSION 4X DIMENSION 6X TIMBERS GLU-LAMS PARALLAMS HARDWARE PLYWOOD D.F. #1 D.F. #1 D.F. #1 D.F. #1 D.F. #1 24FV8 DF/DF 2.0E WS PSL SIMPSON CD or CC Fv = 95PSI Fv = 95 PSI Fv = 85 PSI Fv=165 PSI Fv=290 PSI STRUCT I or II Fb=1000 Fb=1000 Fb=1350 Fb=2400 Fb=2900 E=1.7X106 E=1.7X106 E=1.6X106 E=1.8X106 E=2.0X106 | CONCRETE MASONRY UNITS BLOCK GROUT MORTAR Fm = 1500 PSI Fc = 2000 PSI Fc = 1800 PSI PROJECT: MOORE RESIDENCE ADDITION JOB No: 002402-2 SHEET: G2 STRUCTURAL DESIGN LOADS ROOF LOAD ROOFING PLYWOOD FRAMING INSULATION MECH & ELECT. CEILING MISC. DEAD LOAD LIVE LOAD TOTAL BUILT-UP '/2" LIGHT WEIGHT WOOD R3 8 or LESS STANDARD GYPSUM STANDARD FLAT ROOF DEAD + LIVE 2.0 1.5 2.5 2.0 1.0 4.5 2.5 16.0 20.0 36.0 FLOOR LOAD FLOORING PLYWOOD FRAMING PARTITION MECH. & ELECT. CEILING MISC. DEAD LOAD LIVE LOAD TOTAL CARPET/PAD 3/4" LIGHT WEIGHT WOOD STANDARD GYPSUM STANDARD RESIDENTIAL / DECK DEAD + LIVE 1.5 2.5 3.0 2.5 0.5 3.5 1.5 15.0 40.0/60.0 55.0 / 75.0 PROJECT: MOORE RESIDENCE ADDITION JOB No: 002402-2 SHEET: G3 TYPICAL EXTERIOR WALL LOAD EXTERIOR INTERIOR FRAMING INSULATION MISC. TOTAL 7/8 INCH STUCCO 5/8" GYPSUM 2X STUDS Rll STANDARD 8.0 4.5 2.0 . 1.5 1.0 17.0 •ENGINEERING DESIGN GROUP 2121 Montiel Road San Marcos CA -92069 Office (750) 839-7302 FAX (760) 480-7477 E-mail: ENGDG@aol.com v^AFTE g- S Job Job Job By.. Name Address No _.. ICCO -> L --o 9s Sheet No. Date 0.6. 53 o.c-. uF M. 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Sheet No.2121 Monliel Road San Marcos CA -92069 _, ^~ , ^ c, Office i760) 339-7302 By -' *— Date LT_ P.AX (760) a80-747~ b-mail: ENGDG@aol.com fl 'L TO TABLE 1 SHEAR WALL SCHEDULE MARK 1 J K L P Q R MATERIAL 3/8 PLY STR 1 3/8 PLY STRi 3/8 PLY STRI 3/8 PLY STR 1 '/z PLY STR 1 '/z PLY STR 1 STUCCO Note 10 EDGE NAILING 3d @ 6" o.c. 8d @ 4" o.c. Note 1 3d @ 3" o.c. Note 1 3d @ 2" o.c. Note 1 10d @ 3" o.c. Note 1 10d@2" o.c. Note 1 Note 1 1 INTERMEDIATE NAILING STUDS @24" 8d @ 6" o.c. 3d @ 6" o.c. 3d @ 6" o.c. 8d @ 6" o.c. 3d @ 6" o.c. 3d @ 6" o.c. Note 1 1 STUDS @ 16"OR< 8d@ 12" o.c. 3d @ 12" o.c. 8d@ 12" o.c. 8d @ 1 2" o.c. 3d @ 12" o.c. 8d@ 12" o.c. Note 1 1 SHEAR PLF °Slud Spacing 16' O.C Max. or panels .applied w/lonq dimension across studs. 280* 430* Note 1 550 * Note 1 730* Note 1 665 Note 1 870 Note 1 180 Note 2 SHEAR TRANSFER NAIL, SILL NAILING 16d@ 6" o.c. A35 @ 24 o.c. Notes 3,5 16d @ 4" o.c. A35@ 12 o.c. Notes 3,5 16d@3" A35 @ 10" Notes 3,5 16d @2" A3 5 @ 8" Notes 4, 5 16d@2" A35 @ 6" Notes 4, 5 16d@ 1.5" A35 @ 4" Notes 4, 5 16d@8" Note 1 1 A.B. SPACING (Notes 6. 8,9) 5/8 DIA @ 32" o.c. 2x sill 5/8 DIA @ 16" o.c. Note 7 5/8 DIA @ 16" o.c. Note 7 5/8 DIA @ 12" o.c. Note 7 5/8 DIA @ 12" o.c. Note 7 5/8 DIA @ 8" o.c. Note7 5/8 DIA @ 48" o.c. 1. 3X SILL PLATES AND STUDS RECEIVING EDGE NAILING FROM ABUTTING PANELS. NAILS SHALL BE STAGGERED. 2. TABLE 25-1. 1997 UBC. 3. SHEAR TRANSFER BLK 2x 4 MINIMUM. 4. PRE-DRILL NAIL HOLES. 5. SEE SHEAR TRANSFER DETAILS. 6. BEARING BASED ON A *2 O.F. SILL PLATE. REDUCE SPACING 20% FOR HEM-FIR PLATES. ALL ANCHOR BOLTS MINIMUM 10" IN LENGTH. 7. 3X SILL PLATES. 12" MINIMUM LENGTH ON ANCHOR BOLTS. 8. PROVIDE A MINIMUM OF 2 BOLTS PER PIECE OF SILL OR WOOD PLATES. ONE BOLT SHALL BE LOCATED NOT MORE THAN 12 INCHES OR LESS THAN 7 BOLT DIAMETER FROM EACH END OF THE PIECE OF SILL OR WOOD PLATES. BOLTS SHALL BE INSTALLED WITH PROPERLY TIGHTENED NUTS AND WASHERS (U.3.C. SECTION 1806.6) 9. PROVIDE SQUARE STEEL PLATE WASHERS OF MINIMUM 2 INCHES BY 2 INCHES BY 3/15 INCH THICKNESS AT EACH WOOD PLATE OR SILL PLATE BOLT. (U.8.C. SECTION 1806.6.1) 10. EXPANDED METAL OR WOVEN WIRE LATH AND PORTLAND CEMENT PLASTER. 11. NO. 11 GAUGE. 1.5" LONG 7/16" HEAD AT 6" O.C. OR NO.16 GAUGE. STABLES 7/8" LEGS AT 6" O.C. APPLIES TO NAILING AT ALL STUDS. TOP AND BOTTOM PLATES AND BLOCKING. \\Main\file\Forms\2 FRM\S.D. SHEAR WALL SCHEDULE-R£V-OS2-*-2000.wpd lENGINEERING Job Name 2121 Montiel Road San Marcos CA -92069 Office (760) 839-7302 FAX (760) 480-7477 E-mail: ENGDG@aol.com Job Address. Job No. By 104*5 £,vAt\g.u<£'£M c\R<_n£ . O&L^&L^L, Sheet No. *± T£_ Date ^ WA.L_\_ W/•= S.3,\ S.zo -< (0 •ENGINEERINGDESIGN GROUP 2! 2! Montiel Road San Marcos CA -92069 Office (760) 839-7302 FAX (760) 480-7477 E-mail: ENGDG@aol.com Job Job Job By_ Name Address No T, _____________ sheet No. Date °?-g>-cO WAA_A_ =. MO M'-D'' V 0V l.O 3. \1-OC HlS of .O 2. ±L 2- O.OZ- p.O.Oi.-roe isle-, PCX; Ret?\ui_ 2-No.4 CONT. 8" C.M.U. WALL GROUT SOLID No. 508" O.C. VERT. No. 3 a 16' O.C. TYP. HORZ. SEE ATTACHED DETAIL 02 FOR MINIMUM DRAINAGE REQUIREMENTS. No 4 O 12' 0 C ARCHITECT AND/OR PROJECT CIVIL ENGINEER TO APPROVE OR MODIFY AS DEEMED NECESSARY. 5 fl 8" O.C. NOTE: 12'-0- MIN DISTANCE TO DAYLIGHT. TO BE FIELD VERIFIED BY SOILS ENGINEER. NOTE: CONCRETE SLAB TO BE POURED PRIOR TO WALL BACKFILL NOTE: REPRESENTATIVE OF ENGINEERING DESIGN GROUP TO OBSERVE FOOTING EXCAVATION PRIOR TO STEEL PLACEMENT 002402-2 MOORE RESIDENCE ADDITION 2045 CHARLEEN CIRCLE DRAWN BY: TC SCALE: NO SCALE ENGINEERING DESIGN GROUP 2121 MONTIEL ROAD SAN MARCOS, CA 92069 (760) 839-7302 FAX (760) 480-7477 DETAIL/FIGURE NUMBER Dl DATE: 9-11-00 WATERPROOFING DETAILS TO BE PER ARCHITECT/DESIGNER NOTE: DETAIL SHOWN FOR REFERENCE, WALL PER BUILDING PERMIT. MASTIC TO BE APPLIED TO- TOP OF WALL TOP OF RETAINING WALL HLM-5000 WATERPROOFING INSTALLED PER MANUFACTURERS SPECIFICATIONS 8 PROTECTED WITH BACKER BOARD. MASTIC NOT TO BE EXPOSED TO SUNLIGHT. WHERE WATERPROOFING IS OVERLAIN WITH MIRADRAIN FABRIC NO PROTECTION BOARD IS REQUIRED. ZONE OF BACKFILL WITH GENERALLY LOW PERMEABILITY SOIL BACKFILL. COMPACTED TO 90% RELATIVE COMPACTION , IMPORTANT- END MIRADRAIN AREA DRAI SYSTEMRETAINING WALL UNDER SEPARATE PERMIT WALL WATERPROOFING MIRADRAIN MEMBRANE INSTALLED PER MANUFACTURERS SPECIFICATIONS OVER MASTIC WATERPROOFING END MIRADRAIN WALL FOOTING CONCRETE CANT 48 WALL/FND TRANSITION BENEATH WATERPROOFING 'ROPOSED SLOPE BACKCUT PER OSHA STANDARDS OR PER ALTERNATIVE SLOPING PLAN. OR PER APPROVED SHORING PLAN FILTER FABRIC ENVELOPE (Ml RAF I I40N OR APPROVED EQUIVALENT!. 12" MIN. LAP 3/4" - I 1/2" CLEAN GRAVEL 4' IMIN.I DIAMETER PERFORATED PVC PIPE I SCHEDULE 40 OR EQ.I WITH PERFORATIONS ORIENTED DOWN AS DEPICTED MIN. 2% GRADIENT TO SUITABLE OUTLET •COMPETENT BEDROCK OR MATERIAL AS EVALUATED BY SOILS ENGINEER RETAINING WALL DRAINAGE DETAIL 002402-2 MOORE RESIDENCE ADDITION 2045 CHARLEEN CIRCLE DRAWN BY: TC SCALE:NO SCALE ENGINEERING DESIGN GROUP 8121 MONTIEL ROAD SAN MARCOS. CA 92069 (760) 839-7302 FAX (760) 480-7477 DETAIL/FIGURE DATE: 9-11-00 PROJECT NAME: MOORE RESIDENCE ADDITION PROJECT NUMBER: 002402-2 PAGE:S1 GENERAL 1. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS BEFORE STARTING WORK, AND NOTIFY THE DESIGNER/ENGINEER IMMEDIATELY OF ANY DISCREPANCIES FOUND. 2. SPECIFIC NOTES AND DETAILS SHALL TAKE PRECEDENCE OVER THESE GENERAL NOTES AND THE TYPICAL DETAILS ON THIS SHEET IN CASE OF CONFLICT. 3. WHERE NO CONSTRUCTION DETAILS ARE SHOWN OR NOTED FOR ANY PART OF THE WORK, THE DETAILS USED SHALL BE THE SAME AS FOR OTHER SIMILAR WORK. 4. THE DESIGN IS BASED ON THE 1997 UNIFORM BUILDING CODE AND THE LOCAL BUILDING CODE. 5. NEITHER THE OWNER NOR THE DESIGNER/ENGINEER WILL ENFORCE SAFETY MEASURES OR REGULATIONS. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING AND BRACING, AND SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE, AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS, AND REGULATIONS. FOUNDATION 1. FOUNDATION DESIGN WAS PERFORMED IN ACCORDANCE WITH SOILS INFORMATION PROVIDED IN A LETTER PREPARED BY EVANS, COLBAUGH AND ASSOCIATES, DATED AUGUST I, 2000. 2. IF THE BUILDING INSPECTOR SUSPECTS EXPANSIVE SOILS BASED ON OBSERVATION OF THE FOUNDATION EXCAVATION, HE/SHE MAY REQUIRE SOIL EXPANSION INDEX TESTS IN ACCORDANCE WITH U.B.C. STD 29-2 OR CHAPTER 6, DIV. 7, TITLE 8 OF THE SAN DIEGO COUNTY CODE AND RESUBMITTAL OF PLANS TO PLAN CHECK TO VERIFY THAT THE SOIL ENGINEER'S RECOMMENDATIONS HAVE BEEN INCORPORATED. 3. FINISH GRADE SHALL SLOPE AWAY FROM BUILDING WITH A MINIMUM SLOPE OF 2% FOR AT LEAST 5'-0" UNLESS NOTED OTHERWISE. PROJECT NAME: MOORE RESIDENCE ADDITION PROJECT NUMBER: 002402-2 PAGE:S2 4. HOLDOWNS SHALL BE TIED IN PLACE PRIOR TO CALLING FOR FOUNDATION INSPECTION. 5. PROVIDE MINIMUM FOUNDATION PER TABLE 29A OF THE 97' U.B.C. FOR STUD BEARING WALLS, U.N.O. CONCRETE 1. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH IN 28 DAYS OF 2,500 PSI, WITH THE EXCEPTION OF FOOTINGS SUPPORTING MOMENT RESISTING STEEL FRAMES WHICH SHALL HAVE COMPRESSIVE STRENGTH IN 28 DAYS OF 3,000 PSI. 2. REINFORCING SHALL COMPLY WITH ASTM A615, GRADE 60 FOR #6 AND LARGER, OTHERWISE GRADE 40. 3. NO PIPES OR DUCTS SHALL BE PLACED IN CONCRETE COLUMNS, WALLS, OR SLABS UNLESS SPECIFICALLY DETAILED. 4. REINFORCING DETAILING SHALL CONFORM TO THE ACI 318-89 AND THE CONCRETE REINFORCING STEEL INSTITUTE "MANUAL OF STANDARD PRACTICE", LATEST EDITION. 5. REINFORCING, ANCHOR BOLTS AND ALL OTHER EMBEDDED ITEMS SHALL BE SECURELY HELD IN POSITION PRIOR TO PLACING CONCRETE. 6. WALLS AND COLUMNS SHALL BE DOWELED FROM SUPPORTS WITH BARS OF THE SAME SIZE AND SPACING. 7. SPLICE CONTINUOUS REINFORMING WITH 30 DIAMETER OF 2'-0' MINIMUM LAP. 8. TYPICAL CONCRETE COVERAGE OF REINFORCING: CONCRETE CAST AGAINST EARTH 3" EXPOSED TO EARTH OR WEATHER: LARGER THAN #5 2" #5 AND SMALLER 1 1/2" UNEXPOSED - COLUMNS, BEAMS, AND GIRDERS 1 1/2" SLABS AND JOISTS 3/4" PROJECT NAME: MOORE RESIDENCE ADDITION PROJECT NUMBER: 002402-2 PAGE:S3 TIMBER 1. ALL FRAMING LUMBER SHALL BE DOUGLAS FIR/LARCH AND SHALL BE GRADE MARKED AS FOLLOWS: STUDS AND LIGHT FRAMING "CONSTRUCTION" OR "STUD" JOIST AND RAFTERS "NO. 2" POSTS, BEAMS, AND PLANKS" NO. 1" 2X4 STUDS OVER 10' HIGH "NO. 1" 2. ALL PLYWOOD SHALL BE DOUGLAS FIR CONFORMING TO PS-1-83 WITH EXTERIOR GLUE EXCEPT WHERE PERMANENTLY EXPOSED USE EXTERIOR GRADE. 3. SILL PLATES ON CONCRETE SHALL BE DOUGLAS FIR, PRESSURE TREATED WITH 1/2" X 10" ANCHOR BOLTS AT 6'-O" MAXIMUM. 4. TOP PLATES OF ALL STUD WALLS SHALL BE DOUBLED, SAME SIZE AS STUDS. LAP PLATES 4'-0" MINIMUM WITH AT LEAST 6-16D NAILS + 12" MAXIMUM O.C. EACH SIDE. 5. SOLID BLOCK STUDS AT lO'-O" VERTICAL INTERVALS. 6. PLACE 2X SOLID BLOCKING BETWEEN ALL ROOF JOISTS AND RAFTERS AT SUPPORTS. 7. CROSS BRIDGE OR SOLID BLOCK BETWEEN ROOF JOISTS AND RAFTERS OVER 10 INCHES DEEP AT CENTER OF SPAN. 8. BOLTS SHALL HAVE 7 DIAMETER MINIMUM END DISTANCE AND 4 DIAMETER MINIMUM EDGE DISTANCE. 9. ALL BOLTS SHALL BE FITTED WITH WASHERS. HOLES IN WOOD SHALL BE BORED WITH A BIT 1/32" TO 1/16" LARGER THAN THE BOLT. 10. STEEL FRAMING CONNECTORS SHALL BE MANUFACTURED BY THE SIMPSON STRONG-TIE COMPANY UNLESS ALTERNATE CONNECTORS HAVE BEEN APPROVED BY THE ENGINEER PRIOR TO CONSTRUCTION. CONNECTORS SUBJECTED TO CONDITIONS OF EXCESSIVE MOISTURE SHALL BE HOT-DIPPED GALVANIZED. PROJECT NAME: MOORE RESIDENCE ADDITION PROJECT NUMBER: 002402-2 PAGE:S4 11. GLUE LAM BEAMS SHALL BE DOUGLAS FIR/LARCH COMBINATION 24FV8 INDUSTRIAL APPEARANCE UNLESS NOTED, MANUFACTURED IN ACCORDANCE WITH LATEST EDITION OF THE A.I.T.C. SPECIFICATIONS MANUAL. 12. AN A.I.T.C. CERTIFICATE OF COMPLIANCE SHALL BE SUBMITTED TO THE BUILDING DEPARTMENT PRIOR TO ERECTION OF GLUE LAM BEAMS. SUBMIT COPIES OF THE CERTIFICATE WITH ATTACHMENTS TO THE DESIGNER/ENGINEER. 13. NAILING AT TOP AND BOTTOM PLATES, STUDS, AND BLOCKING SHALL BE PER TABLES 25M1, M2, Nl, N2, O, P, V AND 471 OF THE 97' U.B.C., UNLESS NOTED OTHERWISE ON PLANS. 14. PRE-ENGINEERED ROOF AND FLOOR TRUSSES SHALL COMPLY WITH THE DESIGN REQUIREMENT OF THE 97 U.B.C., AND THE DESIGN LOAD REQUIREMENTS AS SET IN THE ENGINEERING CALCULATIONS. A COPY OF THE PROJECT DESIGN LOADS SHALL BE FURNISHED BY THE DESIGNER/ENGINEER TO THE TRUSS MANUFACTURER WHEN THE TRUSS ORDER IS PLACED. MASONRY 1. CONCRETE BLOCK MASONRY UNITS SHALL BE HOLLOW LOAD BEARING, GRADE N-l, LIGHT WEIGHT UNITS CONFORMING TO ASTM C-90. 2. MORTAR SHALL BE AS REQUIRED BY U.B.C., LATEST EDITION, TYPE S, AND SHALL ATTAIN A MINIMUM COMPRESSIVE STRENGTH OF 1800 PSI WITHIN 28 DAYS. GROUT SHALL OBTAIN A MINIMUM COMPRESSIVE STRENGTH OF 2,000 PSI, WITHIN 28 DAYS. 3. AGGREGATES FOR MORTAR SHALL CONFORM TO ASTM SPECIFICATION C- 144-52T. 4. ADD MIXTURE - ALL GROUT SHALL CONTAIN SUCONEM "GROUT AID" TYPE -2, OR APPROVED EQUAL, IN QUANTITIES AND TYPE AS RECOMMENDED BY THE MANUFACTURER FOR THE SITE CLIMATE. 5. ALL CELLS CONTAINING REINFORCING OR ANCHOR BOLTS SHALL BE GROUTED SOLID. ALL CELLS SHALL BE GROUTED SOLID WHEN WALL IS RETAINING. WHEN WALL CANNOT BE COMPLETED IN ONE POUR OR WHEN CONCRETE SLAB IS TO BE CAST OVER WALL, STOP POUR 1 1/2" BELOW TOP OF PROJECT NAME: MOORE RESIDENCE ADDITION PROJECT NUMBER: 002402-2 PAGE:S5 BLOCK TO FORM KEY JOINT. 6. UNLESS OTHERWISE SPECIFIED OR DETAILED ON THE PLANS, HORIZONTAL AND VERTICAL MORTAR JOINTS SHALL BE 3/8" WITH FULL MORTAR COVERAGE ON THE FACE SHELL. 7. REINFORCING SHALL BE AS SPECIFIED FOR CONCRETE WORK EXCEPT LAPS SHALL BE AS HEAVY DUTY TYPE, HAVING LONGITUDINAL 3/16" DIAMETER AND #9 GAGE TRANSVERSE WIRES. HORIZONTAL, REINFORCING SHALL BE PLACED IN DOUBLE OPEN END BOND BEAM UNITS. VERTICAL BARS IN WALLS ARE TO BE PLACED IN CENTER OF WALL UNLESS OTHERWISE SHOWN. 8. CONDUITS OR PIPES SHALL NOT OCCUR IN SAME CELL AS REINFORCED BARS UNLESS APPROVED BY DESIGNER/ENGINEER. 9. MASONRY COLUMNS SHALL HAVE TIES AS REQUIRED WITH A MINIMUM OF 3 TIES IN THE TOP 5". SPECIAL INSPECTION THE FOLLOWING OBSERVATIONS SHALL BE CONDUCTED BY A REPRESENTATIVE OF THE ENGINEERING DESIGN GROUP IN ORDER TO VERIFY COMPLIANCE WITH THE DESIGN DOCUMENTS AND THE COUNTY APPROVED STRUCTURAL PLANS. FOUNDATION EXCAVATION INSPECTION PRIOR TO CONCRETE POURING (VERIFY SIZE). FOUNDATION STEEL PLACEMENT FRAMING INSPECTION TO VERIFY VERTICAL & LATERAL COMPONENTS OF THE BUILDING & CONFORMANCE WITH THE STRUCTURAL PLANS.* HOLD DOWN/STRAP INSTALLATION / SHEAR WALL NAILING FIELD OBSERVATION OF ANY "FIELD CHANGE" CONDITION. FINAL WALK THROUGH PRIOR TO FINAL APPROVAL OF STRUCTURE. *THE PROJECT STRUCTURAL ENGINEER MAY AT HIS/HER OWN DISCRETION ADD ADDITIONAL BLOCKING, HARDWARE, VERTICAL OR HORIZONTAL MEMBERS, ETC., TO UPGRADE ANY CONDITION AS DEEMED NECESSARY DURING SITE OBSERVATIONS. PROJECT NAME: MOORE RESIDENCE ADDITION PROJECT NUMBER: 002402-2 PAGE:S6 THE ENGINEERING DESIGN GROUP SHALL (OR OTHER QUALIFIED ENGINEER), PRIOR TO THE ISSUANCE OF THE CERTIFICATE OF OCCUPANCY, ISSUE IN WRITING THAT THE ABOVE INSPECTIONS HAVE BEEN CONDUCTED BY A REPRESENTATIVE OF THEIR FIRM, AND THE DESIGN CONSIDERATIONS OF THE PROJECT STRUCTURAL PLANS HAVE BEEN MET. THE FIELD INSPECTION PROTOCOL SPECIFIED HEREIN IS CONSIDERED THE MINIMUM NECESSARY FOR THE ENGINEERING DESIGN GROUP TO HAVE EXERCISED "DUE DILIGENCE" IN THE STRUCTURAL DESIGN ASPECT OF THIS BUILDING AND THE ENGINEERING DESIGN GROUP ASSUMES NO LIABILITY FOR STRUCTURES CONSTRUCTED UTILIZING THESE STRUCTURAL PLANS, BUT NOT MEETING THIS PROTOCOL. evans,colbaugh&assoc.,inc.2453 impala drive carlsbad, California 92008-7234 (760) 438-4646 fax 438-4670 September 1,2000 Mr. Joel Moore 2045 Charleen Circle Carlsbad, California 92008 EGA 00-13-01 Subject: Supplemental Geotechnical Recommendations, 2045 Charleen Circle, Carlsbad, California References: 1) Our letter-report, "Limited Geotechnical Investigation,...", Dated August 7, 2000 2) "UBCSEIS", Computer software by Thomas Blake, Dated January, 1998 3) "Maps of Known Active Fault Near-Source Zones in California and Adjacent Portions of Nevada", by CDMG, Dated February, 1998 Dear Mr. Moore, This letter-report presents supplemental recommendations regarding seismic design parameters as requested by the design structural engineer of Engineering Design Group. Our additional scope of work was coordinated with and authorized by Mr. Robert Me Andrew of M.C. Andrew Contracting. Findings: As discussed in our previous report (Reference 1), the site is a cut lot which is underlain by in-place Terrace Deposits (Qt) within one foot of the surrounding ground surface. This material is equivalent to soil profile type " Sc" of the Uniform Building Code (UBC) Table 16-J - Soil Profile Types. This information along with the longitude and latitude coordinates of the site were then provided as input parameters in the referenced software "UBCSEIS". This program performs a search of the most current California Division of Mines and Geology database of known active faults and calculates the UBC near-source factors based on the closest, most critical, active fault to the site. C • geotechnical engineering •engineering geology Mr. Joel Moore September 1,2000 Page 2 EGA 00-13-01 The findings are summarized below and a copy of the output file is attached: Soil Profile Type: Sc UBC Seismic Zone: 0.4 Nearest Type B Fault: Rose Canyon Distance to Fault: 9.4 km UBC Coefficients: Na=1.0 Nv=1.0 Ca=0.4 Cv=0.57 Ts=0.573 To=0.115 Distribution: (4) Addressee Respectfully Submitted, Evans, Colbaugh & Associates, Inc. E. David Colbaugh Principal Engineer G.E. 228 00-13-01.out *********************** * * * UBCSEIS * * * * Version 1.00 * * * *********************** COMPUTATION OF 1997 UNIFORM BUILDING CODE SEISMIC DESIGN PARAMETERS JOB NUMBER: 00-13-01 DATE: 08-31-2 000 JOB NAME: MOORE RESIDENCE FAULT-DATA-FILE NAME: C:\Program Files\Ubcseis\Cdmgubcr.dat SITE COORDINATES: SITE LATITUDE: 33.1622 SITE LONGITUDE: 117.3242 UBC SEISMIC ZONE: 0.4 UBC SOIL PROFILE TYPE: SC NEAREST TYPE A FAULT: NAME: ELSINORE-JULIAN DISTANCE: 37.5 km NEAREST TYPE B FAULT: NAME: ROSE CANYON DISTANCE: 9.4 km NEAREST TYPE C FAULT: NAME: DISTANCE: 99999.0 km SELECTED UBC SEISMIC COEFFICIENTS: Na: 1.0 Page 1 00-13-01.out Nv: Ca: Cv: Ts: 1.0 0.40 0.57 0.573 To: 0.115 ********************:******::********* * CAUTION: * * * * by * The digitized data points used to model faults are limited in number and have been digitized from smal scale maps (e.g., 1:750,000 scale). Consequently, the estimated fault-site-distances may be in error several kilometers. Therefore, it is important tha the distances be carefully checked for accuracy and adjusted as needed, before they are used in design. :********************** SUMMARY OF'FAULT PARAMETERS Page 1 FAULT ABBREVIATED TYPE FAULT NAME (SS,DS,BT) [ APPROX. [SOURCE I MAX. |. SLIP I DISTANCE| TYPE | MAG. I RATE ! (km) |(A,B,C)| (Mw) 1 (mm/yr ROSE CANYON | SS NEWPORT- INGLEWOOD (Offshore) | SS CORONADO BANK | SS ELSINORE-TEMECULA 1 1 9 I 9 I 35 I 37 1 .4 I .8 I .4 [ .3 I B B B B 1 I 6. 1 6. 1. 7. 1 6. : | = 9 I 9 I. 4 I. 8 I 1. 1. 3. 5. 50 50 00 00 Page 2 00-13-01.out I SS ELSINORE-JULIAN I SS ELSINQRE-GLEN IVY I SS PALOS VERDES I SS EARTHQUAKE VALLEY I SS SAN JACINTO-ANZA I SS NEWPORT-LNGLEWOOD (L.A.Basin) I SS SAN JACINTO-SAN JACINTO VALLEY | SS CHINO-CENTRAL AVE. (Elsinore) I DS ELSINORE-WHITTIER | SS SAN JACINTO-COYOTE CREEK I SS ELSINORE-COYOTE MOUNTAIN I SS SAN JAC INTO-SAN BERNARDINO j SS SAN ANDREAS - Southern I SS SAN JACINTO - BORREGO I SS SAN JOSE. I DS CUCAMONGA I DS SIERRA MADRE (Central) I DS PINTO MOUNTAIN I SS NORTH FRONTAL FAULT ZONE (West) I DS CLEGHORN I SS BURNT MTN. I SS EUREKA PEAK I SS RAYMOND I DS CLAMSHELL-SAWPIT | 37 |. 53 I 58 | 69 I 73 1 74 1 74 1 76 I 82 | 82 I 92 I 95 I 103 1 105 I 109 i 113 [ 113 I. 114 I. 121 I 123 I 123 I 128 I 128 [ 128 .5 | .5 | .8 I. .2 | .7 | .6 L .6 | .0 I .3 | -7 | .2 | .3 | .1 I. .3 I .3 | .5 I .6 1. .3 I .7 I. .8 | .9 | .4 | .5 | .8 |. A B B B A B B B B B B B A B B A B B B B B B B B 1 7 1 6 I 7 t 6 i 7 I 6 I. 6 I 6 [ 6 I 6 1 6 1 6 I 7 L 6 1. 6 t 7 1. 7 1 7 1 7 1 6 1. 6 1 6 I 6 I 6 .1 1 .8 | .1 L .5 | .2 [ .9 | .9 I .7 I .8 |. .8 | .8 | .7 I .4 L .6 I .5 I .0. 1 .0 |. .0 I. .0 [ .5 I .5 [ .5 | .5 | .5 |. 5.00 5.00 3.00 2.00 12.00 1.00 12.00 1.00 2.50 4.00 4.00 12.00 24.00 4.00 0.50 5.00 3.00 2.50 1.00 3.00 0.60 0.60 0.50 0.50 Page 3 CO O iri 10•^r o•<*• LO CO q CO iq ci - o - CNJ - to c/>•acoo0 O) •o,g CD CL - o to - o o•o q c\i LO•o O •o (6) uo!jBJ8|90ov evans,colbaugh&assoc.,inc. August 7, 2000 2453 impala drive carlsbad, California 92008-7234 (760)438-4646 fax 438-4670 Mr. Joel Moore 2045 Charleen Circle Carlsbad, California 92008 EGA 00-13-01 Subject: Limited Geotechnical Investigation for Proposed Room Addition "B", 2045 Charleen Circle, Carlsbad, California References: (1) "New Additions" Plans, Seven Sheets, dated June 30, 2000 (2) "Geologic Maps of the Northwestern Part of San Diego County California", Plate 1, Oceanside, San Louis Rey and San Marcos Quadrangles, DMG Open File Report 96-02, dated 1996 Dear Mr. Moore: This letter-report presents the findings of our limited geotechnical investigation for the proposed room addition "B" as shown on the referenced plans. Our services were requested and verbally authorized by Mr. Robert Me Andrew of M. C. Andrew Contracting on August 1, 2000. Our scope of work consisted of the following: • Initial and subsequent conversations with Mr. Robert McAndrew regarding soil engineering parameters requested by the City of Carlsbad. Visit to the site on August 2, 2000 to observe the existing site conditions from a geotechnical engineering perspective and collect samples of the near surface soil for laboratory testing. Laboratory testing of the soil samples retrieved from the site to determine the expansion potential. Review of the referenced documents and preparation of this letter-report. • geotechnical engineering • engineering geology Mr. Joel Moore August 8, 2000 Page 2 EGA 00-13-01 Proposed Development Based on our review of the referenced plans and personal communication with Mr. Robert Me Andrew, there are two new room additions proposed for the subject residence (labeled "A" and "B" on the plans). We understand that the City of Carlsbad Building Department required a limited geotechnical engineering report for addition "B" because it contains a walk-on patio above the lower room addition. We also understand that the geotechnical engineering report need only include recommendations for ".... soil expansion, bearing value and slab-on-grade design....". Findings During our cursory visit to the site on August 2, 2000, we observed the near-surface subgrade soils to be in-place terrace deposits as defined in Reference (2). This material consists of dark brown silty sand (SM) which was loose to medium dense and dry to damp near the surface. Both the moisture content and density increase with depth. A sample of the soil was retained for testing of its expansion potential. An expansion index test was performed on the sample in accordance with the Uniform Building Code (UBC) Standard 18-2 and the resulting expansion index was zero (0) which corresponds to an expansion potential of very low according to Table 18-1 -B of the 1997 UBC and/or 1998 California Building Code (CBC). Recommendations Based on our findings we recommend the following design guidelines: Foundation Design: All structural foundation elements should be designed utilizing the soil parameters presented in Tables 18-1-A and 18-1-C of the 1997 UBC and/or 1998 CBC for a subgrade soil classified as silty sand (SM). Foundation Reinforcement: Although the subgrade soil is classified as having a "very low" expansion potential, we recommend that all continuous footing be reinforced with two No. 4 reinforcing bars, one near the top (two inches clear) and one near the bottom (three inches clear). All footings should be a minimum of 12 inches wide and be embedded at least 12 inches into undisturbed natural soil. Mr. Joel Moore August 8, 2000 Page 3 EGA 00-13-01 Slab-on-Grade: The slab-on-grade should be a nominal four-inches thick and be underlain by one-inch of clean moist sand overlying a moisture barrier consisting of six-mil PVC plastic sheeting with all joints overlapped at least 12 inches. There should be at least two- inches of clean, moist sand or gravel beneath the vapor barrier. The slab should be reinforced with No. 3 reinforcing bars, 18-inches on center both ways. Conclusions: The recommendations presented in this letter-report are based on observations made during a cursory visit to the site, limited subgrade soil sampling and laboratory testing and discussions with Mr. Robert McAndrew. This letter-report is not an endorsement of the referenced plans or any other design elements contained therein. Additionally, although the recommendations contained herein may be utilized for the design of the proposed retaining wall, recommendations regarding the construction of the retaining wall, waterproofing, backfill and subdrainage are beyond the scope of our work. Respectfully submitted, EVANS, COLBAUGH & ASSOCIATES, INC. D EDC:sr Distribution: (4) Addressee E. David Colbaugh Principal Engineer GE228 CERTIFICATE OF COMPLIANCE; RESIDENTIAL (Page 1 of 2)CF-1R Project Title Project Address MAW ' Date Documentation Author PftUCAGt Compliance Method (Package or Computer) Telephone 1 Climate Zone Building Permit # Plan Check / Date Field Check /Date Enforcement Agency Use Only GENERAL INFORMATION Total Conditioned Floor Area ft*Average Ceiling Height: Conditioned Slab Floor Area J6>2. & Building Type: )C Single Family V Addition (check one or more) Multi-Family Existing-Plus-Addition Front Orientation:iouth / East / West / All Orientations (input front orientation in degrees from True North and circle one) Number of Stories 2. Number of Dwelling Units: * Floor Construction Type: fSlab/RaisedjFloor (circle one or both) BUILDING SHELL INSULATION Component Type^^ Wall Wall Roof Roof Floor Floor Slab Edge Frame Type wd = wood stl = steel WooO WooD WooO Cavity Insulation R-Value £•(3 £-3o R' I*? Sheathing Insulation R-Value O O 0 Total R- Value1 £•13 R-7° R.-I? Assembly U-Value1 o.oS& o,o3) O.o G¥ Location/Comments (attic, garage, typical, etc.) FENESTRATION Shading Devices Fenestration #/Type/Pos. Front Front Left Left, Rear Rear Right Right Skylight Skylight Orien- tation F&CMTitti LFfrti)• R£A<U5> R^<2-C5) Ri(r«rCw) Area (ft2) /4 61. Vo ~7Ca \(o Fenestration U-Value o.?r 0.7S" 0.7ro.7<r 0."7S" Fenestration SHGC O.ftf 0.6.5" D.(*S ' o.<^C 0.6^ Interior Shading Art.2 Standard Standard »< ' Standard • Standard • Standard ; Standard Standard Standard Standard Standard Exterior Shading Art. „> Overhangs /Fins 1 For prescriptive compliance, Total R-Value and Assembly U-Value are not required for a wood-framed wall that meets cavity R-value insulation requirement for the Prescriptive Package. 2 For prescriptive compliance, there are no credits for any interior shading except the default or " Standard" drapery. These default interior shading devices (draperies) need not be installed for compliance purposes. July 1,1999 CERTIFICATE OF COMPLIANCE: RESIDENTIAL (Page 2 of 2)CF-1R ADD Project Title Date HVAC SYSTEMS Note: Input hydronic or combined hydronic data under Water Heating Systems, except Design Heating Load. Distribution Heating Equipment Minimum " Type and Duct or • Type (furnace, heat Efficiency Location Piping Thermostat pump, etc.) (AFUE or HSPF) (ducts, attic, etc.) R-Value Type Heat Pump Configuration (split or package) fiXtSTttJi, Cooling Equipment Type (air conditioner, heat pump, evap. cooling) Minimum Efficiency (SEER) Duct Location (attic, etc.) Duet Thermostat R-Value Type Heat Pump Configuration (split or package) 6K/_fT/A/<£ £t/<>tf£\ WATER HEATING SYSTEMS Water Heater Type Distribution Type Number in System Rated1 Input (kW or Btu/hr) Tank Capacity (gallons) Energy1 Factor or Recovery Efficiency Standby1 Loss (%) External Tank Insulation R-Value EiCiSrttJG 1. For small gas storage water heaters (rated inputs of less than or equal to 75,000 Btu/hr), electric resistance, and heat pump water heaters, list Energy Factor. For large gas storage water heaters (rated input of greater than 75,000 Btu/hr), list Rated Input, Recpvefy Efficiency and Standby Loss. For instantaneous gas water heaters, list rated input and recovery efficiencies. ' SPECIAL FEATURES and MODELING ASSUMPTIONS (Add extra sheets if necessary) Including Thermal Mass (thermal mass type, covering, thickness, and description) COMPLIANCE STATEMENT This certificate of compliance lists the building features and performance specifications needed to comply with Title 24, Parts 1 and 6 of the California Code of Regulations, and the administrative regulations to implement them. This certificate has been signed by the individual with overall design responsibility. When this certificate of compliance is submitted for,a single building plan to be built in multiple orientations, any shading feature that is varied is indicated in the Special Features / Remarks section. Designer or Owner (per Business and Professions Code) Documentation Author Name: KfllVri' VL£A/\£V-€.iAu? Name: MAlitf {rftU»flctJr Title/Firm: IA.C. A/\Ji/ Address: 25?A "{ft1 §rv\ rY\or Telephone- 7(gO- t| L1'f^t (signature)1 ^~ Enforcement Agency Name: Title: Agency: Telephone: (signature / stamp) 'fuJ £/OAT/ar:h-A <i. Title/Firm: MtfUlA i-Aonsv l-£w\«^ -) Address: HIS v [Tl-'M^lH % ... ' Telephone: "7foO.I -»-»—» /i • •\\7J^\LD \x— > // ' fl/l/^L/ Lr~ \b-?>~(TO Z//>fr?S^7 (date) . (signature) " (date) ,£*.&>. •>• &k 0M5 Ste. 2ol 1D\OQ CA ^002.5•wi-^oe ... ... /o-3-oo (date) July 1,1999 MANDATORY MEASURES CHECKLIST: RESIDENTIAL (Page i of 2) MF-1R ' Note: Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance approach used. Items marked with an asterisk (*) may be superseded by more stringent compliance requirements listed on the Certificate of Compliance. When this checklist is incorporated into the permit documents, the features noted shall be considered by all parties as minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only. TTS Instructions: Check or initial applicable boxes when completed or enter N/A if not applicable. DESCRIPTION Building Envelope Measures: * §150(a): Minimum R-19 ceiling insulation. §150(b): Loose fill insulation manufacturer's labeled R-Value. * §150(c): Minimum R- 13 wall insulation in wood framed walls or equivalent U-value in metal frame walls (does not apply to exterior mass walls). * § I50(d): Minimum R-13 raised floor insulation in framed floors. § 1 50(1) : Slab edge insulation - water absorption rate no greater than 0.3%, water vapor transmission rate no greater than 2.0 perm/inch. § 1 18: Insulation specified or installed meets insulation quality standards. Indicate type and form. §1 16-17: Fenestration Products, Exterior Doors, and Infiitration/Exfiltration Controls 1 . Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. 2. Fenestration products (except field-fabricated)have label with certified U-value, certified Solar Heat Gait Coefficient (SHGC), and infiltration certification. 3. Exterior doors and windows weatherstripped; all joints and penetrations caulked and sealed. §150(g): Vapor barriers mandatory in Climate Zones Hand 16only. §150(0: Special infiltration barrier installed to comply with § 151 meets Commission quality standards. § 1 50(e): Installation of Fireplaces, Decorative Gas Appliances and Gas Logs. 1. Masonry and factory -built fireplaces have: a. Closeable metal or glass door b. Outside air intake with damper and control c. Flue damper and control 2. No continuous burning gas pilot lights allowed. Space Conditioning, Water Heating and Plumbing System Measures: § 1 10-§ 1 13: HVAC equipment, water heaters, showerheads and faucets certified by the Commission. § 1 50(h): Heating and/or cooling loads calculated in accordance with ASHRAE, SMACNA or ACCA. § 1 50(i): Setback thermostat on all applicable heating and/or cooling systems. §150(j): Pipe and tank insulation 1. Storage gas water heaters rated with an Energy Factor less than 0.58 must be externally wrapped with insulation having an installed thermal resistance of R-12 or greater. 2. First 5 feet of pipes closest to water heater tank, non-recirculating systems, insulated (R-4 or greater) 3. Back-up tanks for solar system, unfired storage tanks, or other indirect hot water tanks have R-12 external insulation or R-16 combined internal/external insulation. 4. All buried or exposed piping insulated in recirculating sections of hot water systems. 5. Cooling system piping below 55° f insulated. 6. Piping insulated between heating source and indirect hot water tank. DESIGNER / V / V sV</ ENFORCEMENT July 1,1999 MANDATORY MEASURES CHECKLIST: RESiDENTiAL(page2of2) MF-IR Note: Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance approach used. Items marked with an asterisk (*) may be superseded by more stringent compliance requirements listed on the Certificate of Compliance. When this checklist is incorporated into the permit documents, the features noted shall be considered by all parties as minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only. Instructions: Check or initial applicable boxes when completed or enter N/A if not applicable. DESCRIPTION Space Conditioning, Water Heating and Plumbing System Measures: (continued) * §!50(m): Ducts and Fans 1. All ducts and plenums constructed, installed, insulated, fastened, and sealed to comply with the ICBO 199 UMC sections 601 and 603; ducts insulated to a minimum installed R-4.2 or ducts enclosed entirely with conditioned space. Openings shall be sealed with mastic, tape, aerosol sealant or other duct closure systen that meets the applicable requiremetns of UL181, UL181A, or UL181B and other applicable specified tests for longevity given in § 150(m).. 2. Exhaust fan systems have back draft or automatic dampers. 3. Gravity ventilating systems serving conditioned space have either automatic or readily accessible, manual operated dampers. § 1 14: Pool and Spa Heating Systems and Equipment. 1 . System is certified with 78% thermal efficiency, on-off switch, weatherproof operating instructions, no electric resistance heating and no pilot light 2. System is installed with: a. At least 36" of pipe between filter and heater for future solar heating, b. Cover for outdoor pools or outdoor spas. 3. Pool system has directional inlets and a circulation pump time switch. § 1 15: Gas fired central furnaces, pool heaters, spa heaters or household cooking appliances have no continuously burning pilot light (Exception: Non-electrical cooking appliances with pilot < 150 Btu/hr) Lighting Measures: §I50(k)l.: Luminaires for general lighting in kitchens shall have lamps with an efficacy of 40 lumens/watt or greater for general lighting in kitchens. This general lighting shall be controlled by a switch on a readily accessible lighting control panel at an entrance to the kitchen. § 1 50(k)2.: Rooms with a shower or bathtub must either have at least one luminaire with lamps with an efficac of 40 lumens/watt or greater switched at the entrance to the room or one of the alternatives to this requiremei allowed in <j!50(k)2.; and recessed ceiling fixtures are 1C (insulation cover) approved. DESIGNER ; J y •J S t ENFORCEMENT July 1,1999 TABLE NO. 1-Z7 ALTERNATIVE COMPONENT PACKAGES FOR CLIMATE ZONE 7 COMPONENT BUILDING ENVELOPE Insulation Minimums^ Ceiling Wood Frame Walls "Heavy Mass" Walls "Light Mass" Walls Below Grade Walls Slab Floor Perimeter Raised Floors Concrete Raised Floors GLAZING Maximum U-value* Maximum Total Area Maximum Total Nonsouth Facing Area Minimum South Facing Area SOLAR HEA T GAIN COEFFICIENT4 South Facing Glazing West Facing Glazing East Facing Glazing North Facing Glazing THERMAL MASS5 INFILTRA TION CONTROL Continuous Barrier Air-to- Air Heat Exchanger SPACE HEA TING SYSTEM6 Electric Rsistant Allowed If Gas. AFUE = If Heat Pump, Split System HSPF$ = Single Package System HSPF = SPACE COOLING SYSTEM If Split System A/C, SEER = If Single Package A/C, SEER9 = DOMESTIC WA TER HEA TING TYPE System must meet budget, see 15l(b)l and 151(0(9) A R19 R13 (KI.7) [R4.0] NA NR R13 NA 1.10 NR 9.6% 6.4% NR NR NR NR REQ NR NR NO 78% 6.8 6.6 10.0 9.7 ANY PACKAGED B C R30 R13 (R1.4) [R3.5] NA R7 R13 NA 0.65 14% NR NR NR NR NR NR NR NR NR NO 78% 6.8 6.6 10.0 9.7 ANY R38 R21 NA NA NA R7 R21 NA 0.50 14% NR NR NR NR NR NR REQ NR NR YES7 78% 6.8 6.6 10.0 9.7 ANY9 D R30 ^. R13 ' (R2.44) NA RO NR / R19 v RO 0.75 20% NR NR NR NR NR NR NR NR NR NO MIN MIN MIN MIN MIN ANY LEGEND: NR = Not Required; NA = Not Applicable; REQ = Required; MIN = Minimum SEE NOTES FOLLOWING TABLE NO. 1-Z16 3-34 July 1,1999 Residential Manual