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HomeMy WebLinkAbout2425 STEVEN CIR; ; CB032066; PermitCity of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 11-07-2005 Residential Permit Permit No: CB032066 Building Inspection Request Line (760) 602-2725 Job ddress: Permit'Eype: Parcel No-. Valuation: Occupancy Group: # Dwelling Units: Bedrooms: Project Title: 2425 STEVEN CR CBAD RESDNTL Sub Type: RAD 1671510400 Lot #: 0 $4,416.00 Construction Type: NEW Reference #: 0 Structure Type: 0 Bathrooms: 0 GERMUNDSON RES 192 SF STORAGE! W/ELEC AND PLUMB Status: ISSUED Applied: 07/25/2003 Entered By: SB Plan Approved: 11/21/2003 Issued: 11/21/2003 Inspect Area: JM Orig PC#: Plan Check#: Applicant: Owner; GERMUNDSON ERIC&NADJA GERMUNDSON ERIC&NADJA 2425 STEVENS CIR CARLSBAD CA 92008 2425 STEVENS CIR CARLSBAD CA 92008 Building Permit $61.19 Meter Size Add'l Building Permit Fee $0.00 Add'I Red. Water Con. Fee $0.00 Plan Check $39.77 Meter Fee $0.00 Add'l Plan Check Fee $0.00 SDCWA Fee $0.00 Plan Check Discount $0.00 CFD Payoff Fee $0.00 Strong Motion Fee $1.00 PFF (3105540) $0.00 Park in Lieu Fee $0.00 PFF (4305540) $0.00 Park Fee $0.00 License Tax (3104193) $0.00 LFM Fee $0.00 License Tax (4304193) $0.00 Bridge Fee $0.00 Traffic Impact Fee (3105541) $0.00 Other Bridge Fee $0.00. Traffic Impact Fee (4305541) $0.00 BTD #2 Fee $0.00 Sidewalk Fee $0.00 BTD #3 Fee $0.00 PLUMBING TOTAL $0.00 Renewal Fee $30.60 ELECTRICAL TOTAL . $20.00 Add'I Renewal Fee $30.60 MECHANICAL TOTAL 1 $0.00 Other Building Fee $0.00 Housing Impact Fee $0.00 Pot. Water Con. Fee $0.00 Housing InLieu Fee $0.00 Meter Size Housing Credit Fee $0.00 Add'I Pot. Water Con. Fee $0.00 Master Drainage Fee $0.00 Red. Water Con. Fee $0.00 Sewer Fee $0.00 Additional Fees $0.00 TOTAL PERMIT FEES $183.16 Total Fees: $183.16 Total Payments To Date: $183.16 Balance Due: $0.00 FINAL APPROVAL Inspector: NLIPV*#L Date: I 1( S( Clearance: NOTICE: Please take NOTICE that approval of your project includes the impositions 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 ècórdance with Carlsbad Municipal Code Section 3.32.030. Failure to timely follow that proôedure will bar any subsequent legal action to attack, review, set aside, void, or annul their imposition. You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capacity changes, nor planning, zoning, grading or other similar application processing or service fees in connection with this project. NOR DOES IT APPLY to any fees/exactions of which you have oreviously been given a NOTICE similar to this, or as to which the statute of limitations has nreviouslv otherwise exoffed. % r _ PERMIT APPLICATION CITY OF CARLSBAD BUILDING DEPARTMENT 1635 FaradayAve., Carlsbad, CA 92008 - FOR OFFICE USE ONLY PLAN CHECK NO.__________ EST. VAL. Plan Ck. Deposit Validated Py_ 'L'tL te4vev •Lrc Address (include Bldg/Suite #) Loc 13 til Business Name (at this address) (aviv'to Aes 50.00 Legal Descrjtion bt 101 t00 Lot No. Subdivision Name/Number Unit No. Phase No: cavc e 4(&(v Lu,YIer Total # of units BLiIa,.i, Assessor's Parcel # kèèno 1iter Existing Use iao.vk0V I 11L Proposed Use - escriptiA of Work o SQ. FT. #of Stone. IZ-PARS*N # of dedrooms # of Bathrooms C.-I %Lv t V% 1 V ~-J V1 ' - U vtte Name Address City State/Zip Telephone # Fax # [3 APPLICANT Octor Telephone # Name Address City State/Zip 11 Name Address City State/Zip Telephone # ---------- ME (Sec. 7031.5 Business and Professions Code: Any City or County which requires a permit to construct, alter, improve, demolish or repair any structure, prior to its issuance, also requires the applicant for such permit to file a signed statement that he is licensed pursuant to the provisions of the Contractor's License Law (Chapter 9, commending with Section 7000 of Division 3 of the Business and Professions Code) or that he is exempt therefrom, and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($5001). Name - Address City State/Zip Telephone # State License # License Class - City Business License # - Designer Name Address - City State/Zip Telephone State License # - -COMP_ENSATIQ Workers' Compensation Declaration: I hereby affirm under penalty of perjury one of the following declarations: - - I have and-will maintain acertificate of consent to self-insure for workers' compensation as provided by Section 3700 of the Libor Code, for the performance of the work for which this permit is issued. - I have and will maintain workers' compensation, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My worker's compensation insurance carrier and policy number are: Insurance Company Policy No. --- Expiration Date - (THIS SECTION NEED NOT BE COMPLETED IF THE PERMIT IS FOR ONE HUNDRED DOLLARS ($1001 OR LESS) - - CERTIFICATE OF EXEMPTION: I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the Workers' Compensation Laws of California. I - WARNING: Failure to secure workers' compensation coverage Is unlawful, and shall Subject an employer to criminal penalties and civiI fines up to one hundred thousand dollars ($100.000), in addition to the cost of compensation damages as provided for in Section 3706 of the Labor code interest and attorney's fees SIGNATURE - DATE EIOWN- ER BUILDER DECLARATION I hereby affirm that I am exempt from the Contractor's License Law for the following reason I, as owner of the property or my employees with wages as their sole compensation, will do the,work aria 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) I, as owner of the property, am exclusively contracting with Iicensedtontractors 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). - - 0 I am exempt under Section Business and Professions Code for this reason: - - I personally plan to provide the major labor and materials for construction of the proposed property improvement. 0 YES ONO I (have I have not) signed an application for a building permit for the proposed work. I have contracted with the following person (firm) to provide the proposed construction (include name / address / phone number / contractors license number): 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): - - 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 . c--1---. DATE +/I L410-3 - Is the applicant or future building occupant required to submit a business plan, acutely hazardous materials registration form or risk management and prevention program under Sections 25505 25533 or 25534 of the Presley Tanner Hazardous Substance Account Act? 0 YES 0 NO Is the applicant or.fture building occupant required to obtain a permit from the air pollution control district or air quality management district? 0 YES 0 NO Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? 0 YES 0 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. j8 JCONSTRUCTION LENDINGAGENCY - I hereby affirm that-there is a construction lending agency for the performance of the work for which this permit is issued (Sec. 3097(i) Civil Code). LENDER'S NAME LENDER'S ADDRESS_______________________________________________________ - ---- - - •..- ... I certify that I have read the application and state that the above information is correct and that the information an 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 Cit%s of Carlsbad to enter upon the above mentioned property for inspection purposes. I ALSO AGREE TO SAVE, INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS, COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT. OSHA: An OSHA permit is required for excavations over 5'0 deep and demolition or construction of structures over 3 stories in height. EXPIRATION: Every permit issued by the building Official under the provisions of this Code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 180 days from the date of such permit or if the building or work authorized by such permit is suspended or abandoned at any time after the work is commenced for a period of 180 days (Section 106.4.4 Uniform Building Code). - - PPLICANT'S SIGNATURE E. _—L., - DATE /2- 4 1 0 3 - -- WHITE: File YELLOW: Applicant PINK: Finance - - City of Carlsbad Bldg Inspection Request For: 12/30/2005 .1 Permit# CB032066 Title: GERMUNDSON RES 192 SF- STORAGE/ Desôription: W/ELEC AND PLUMB Type: RESDNTL Sub Type: RAD Job Address: 2425 STEVEN CR Suite: Lot 0 Location: APPLICANT GERMUNDSON ERIC&NADJA Owner: GERMUNDSON ERIC Remarks: BUS PH 930-7654 EARLYAM PLEASE Total Time: Inspector Assignment: JM Phone: 7607293479 Inspector: Requested By: ERIC Entered By: KAREN CD Description Act Comment 19 Final Structural ft 29 Final Plumbing 39 Final Electrical 49 Final Mechanical Comments/Notices/Hold Associated PCRs/CVs. CV040426 CLOSED N-EXCESSIVE JUNK&DEBRIS ON D.W; Inspection History Date Description Act lnsp Comments 05/11/2005 14 Frame/Steel/Bolting/Welding AP JM 05/11/2005 34 Rough Electric AP JM 10/13/2004 22 Sewer/Water Service CO JM DOGS - NO ONE HOME 02/12/2004 11 Ftg/Foundation/Piers AP PD 12/12/2003 11 Ftg/Foundation/Piers CO JM NEED 5FT SETBACK TO P.L. 4 EGiI Corporation In Partnership with government for !8ui(ding Safety DATE: NOVEMBER 18, 2003 JURISDICTION: CARLSBAD - PLAN CHECK NO.: 03-2066 SET: IV PROJECT ADDRESS: 2425 STEVEN CIRCLE PROJECT NAME: GERMIJNDSON RESIDENCE ADDITION - ANT JURIS. O PLAN REVIEWER O FILE Li The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies identified on the enclosed check list. and should be corrected and resubmitted for a complete recheck. LI The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. LI The applicant's copy of the checklist is enclosed for the jurisdiction to forward, to the applicant contact person. LI The applicant's copy of the check list has been sent to: LII Esgil Corporation staff did not advise the applicant that the plan check has been completed. LI Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Telephone #: Date contacted: - (by: ) Fax #: Mail Telephone Fax In Person - ..-- - - El REMARKS: PLANS RETURNED AT CITY'S REQUEST. PER MIKE, PROJECT - WAS WITHDRAWN. By: KR Enclosures: Esgil Corporation 0 GA 0 CM 0 EJ 0 Pc trnsmtl.dot 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (619) 560-1468 • Fax(619)560-1576 * EsGil Corporation In Partners flip wit/i government for (Building Safety DATE: 10/9/03 U A LICANT JURIS. JURISDICTION: City of Carlsbad REVIEWER U FILE PLAN CHECK NO.: 03-2066 SET: N PROJECT ADDRESS: 2425 Steven Circle PROJECT NAME: Germundson Residence Addition Lilil The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. El The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff. LI The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. LI 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: Eric Germundson 2425 Steven Circle Carlsbad, CA 92008 LI 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: Eric Germundson Date t'O-/o.i'3 (by:4&*..) Mail" Telephone a-' Fax In Person LI REMARKS: By: David Yao Esgil Corporation E] GA 0MB DEJ El PC Telephone #: (760)729-3479 Fax #: Enclosures: 10/2 trnsmtl.dot 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858) 560-1468 • Fax (858) 560-1576 City of Carlsbad 03-2066 10/9/03 RECHECK PLAN CORRECTION LIST JURISDICTION: City of Carlsbad PROJECT ADDRESS: 2425 Steven Circle DATE PLAN RECEIVED BY ESGIL CORPORATION: 10/2 REVIEWED BY: David Yao PLAN CHECK NO.: 03-2066 SET: N DATE RECHECK COMPLETED: 10/9/03 FOREWORD (PLEASE READ): This plan review is limited to the technical requirements contained in the Uniform Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and disabled access. This plan review is based on regulations enforced by the Building Department. You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department or other departments. The following items listed need clarification, modification or change. All items must be satisfied before the plans will be in conformance with the cited codes and regulations. Per Sec. 106.4.3, 1997 Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law. To facilitate rechecking. please identify, next to each item, the sheet of the plans UDOfl which each correction on this sheet has been made and return this sheet with the revised plans. The following items have not been resolved from the previous plan reviews. The original correction number has been given for your reference. In case you did not keep a copy of the prior correction list, we have enclosed those pages containing the outstanding corrections. Please contact me if you have any questions regarding these items. Please indicate here if any changes have been made to the plans that are not a result of corrections from this list. If there are other changes, please briefly describe them and where they are located on the plans. Have changes been made not resulting from this list? 1Yes UNo City of Carlsbad 03-2066 10/9/03 Please make all corrections on the original tracings, as requested in the correction list. Submit three sets of plans for commercial/industrial projects (two sets of plans for residential projects). For expeditious processing, corrected sets can be submitted in one of two ways: Deliver all corrected sets of plans and calculations/reports directly to the City of Carlsbad Building Department, 1635 Faraday Ave., Carlsbad, CA 92008, (760) 602-2700. The City will route the plans to EsGil Corporation and the Carlsbad Planning, Engineering and Fire Departments. Bring one corrected set of plans and calculations/reports to EsGil Corporation, 9320 Chesapeake Drive, Suite 208, San Diego, CA 92123, (858) 560-1468. Deliver all remaining sets of plans and calculations/reports directly to the City of Carlsbad Building Department for routing to their Planning, Engineering and Fire Departments. NOTE: Plans that are submitted directly to EsGil Corporation only will not be reviewed by the City Planning, Engineering and Fire Departments until review by EsGil Corporation is complete. PLANS Indicate on the Title Sheet of the plans the name of the legal owner and name of the person responsible for the preparation of the plans. Section 106.3.3. All sheets of-plans must be signed by the person responsible for their preparation. (California Business and Professions Code). 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). (if the building was designed by engineer or architect) Provide a statement on the Title Sheet of the plans stating that this project shall comply with the 2001 edition of the California Building Code (Title 24), which adopts the 1997 UBC, 2000 UMC, 2000 UPC and the 1999 NEC. Clearly dimension building setbacks from property lines, street centerlines, and from all adiacent buildings and structures on the site plan. Section 106.3.3. GENERAL RESIDENTIAL REQUIREMENTS Provide complete floor plan showing the use of the space, dimension and all window and door size and type. .etc. It appear to the use of the space has been revised to storage.(?) If yes, please clearly note on the plan. If no, the room shall be treated as habitable space. Provide nature light, ventilation and heat for the space. 'City of Carlsbad 03-2066 10/9/03 7. Window area must be at least 1/10 of the floor area and a minimum of 10 square feet per Section 1203.3.(if applicable) 8. Openable window area in habitable rooms must be 1/20 of the floor area and a minimum of 5 square feet. In bathrooms and water closet compartments, 1/20 of area is required and minimum is 1.5 sq. ft. Section 1203.3.(if applicable) 9. Show that ceiling height for habitable rooms is a minimum of 7'-6". Section 310.6.1. 10. Glazing in the following locations should be of safety glazing material in accordance with Section 2406.4 (see exceptions): a) 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. ROOFING 11. Specify roof material and application. Chapter 15. 12. Per local ordinance, a Class A roof is required. 13. Specify on the plans the following information for the roof materials, per Section 106.3.3: Manufacturer's name.- Product name/number. ICBO approval number, or equal. 14. Show the required ventilation for attics (or enclosed rafter spaces formed where ceilings are applied directly to the underside of roof rafters). The minimum vent area is 1/150 of attic area (or 1/300 of attic area if at least 50% of the required vent is at least 3 feet above eave vents or cornice vents). Show area required and area provided. Section 1505.3. (if there is attic soace for the proposed- 15. Where eave vents are installed, insulation shall not block the free flow of air. A minimum of 1" of air space shall be provided between the insulation and the roof sheathing. To accommodate the thickness of insulation plus the required 1" clearance, member sizes may have to be increased for rafter-ceiling joists. Section 1505.3. 16. Note on the plans: "Attic ventilation openings shall be covered with corrosion-resistant metal mesh with mesh openings of 1/4-inch in dimension." Section 1 505.3.(if applicable) 'City of Carlsbad 03-2066 10/9/03 FOUNDATION REQUIREMENTS 18. Note on plans that surface water will drain away from building and show drainage pattern. Section 1804.7.(the drainage shown on the new site plan appears to show the drain will be collected toward the main dwelling.?) The following anchor bolt requirements shall apply in Seismic Zones 3 and 4, per Section 1806.6.1: a) The note at concrete slab layout still shows Y2" anchor bolt. If required, show size, embedment and location of hold down anchors on foundation plan. Section 106.3.3. 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. Show adequate footings under all bearing walls and shear walls. Section 1806.3.(Provide comDlete foundation Dian showing the size(depth and width) and reinforcement of all the footings. The latest Dackaae shows different concrete layout (detail C/I). Please clearly specify on the olan which layout will be used for this Droiect?) Show minimum 18" clearance from grade to bottom of floor joists and minimum 12" clearance to bottom of girders. Section 2306.3.(if raised wood floor was used) Show minimum underfloor access of 18" x 24". Section 2306.3.(if raised wood floor was used) Show minimum underfloor ventilation equal to 1 sq. ft. for each 150 sq. ft. of underfloor area. Openings shall be as close to corners as practical and shall provide cross ventilation on at least two approximately opposite sides. Section 2306.7.(if raised wood floor was used) FRAMING Show double top plate with minimum 48" lap splice. Section 2320.11.2. Show nailing will be in compliance with Table 23-I1-B-I. Show or note fire stops at the following locations per Section 708.2.1: a) In concealed spaces of stud walls and partitions, including furred spaces, at the ceiling and floor levels and at 10 foot intervals both vertical and horizontal; City of Carlsbad 03-2066 10/9/03 At all interconnections between concealed vertical and horizontal spaces such as occur at soffits, drop ceilings and cove ceilings; In concealed spaces between stair stringers at the top and bottom of the run and between studs along and inline with the run of stairs if the walls under the stairs are unfinished; In openings around vents, pipes, ducts, chimneys, fireplaces and similar openings which afford a passage for fire at ceiling and floor levels, with noncombustible materials. At openings between attic spaces and chimney chases for factory-built chimneys. Show stud size and spacing. Maximum allowable stud heights: Bearing wall: 2 x4 and 2 x 6 max. 10'; Non-bearing: 2 x 4 max. 14', 2 x 6 max. 20'. Table 23-IV-B. Provide roof framing plan and floor framing plan (if raised floor was used). Section 106.3.3. Show rafter ties. Rafter ties shall be spaced not more than 4 feet on center and be just above the ceiling joists, where rafters and ceiling joists are not parallel. Section 2320.12.6. Show rafter purlin braces to be not less than 45 degrees to the horizontal. Section 2320.12.7. Specify all header sizes for openings over 4' wide. Section 2320.11.6. Provide calculations for main vertical and horizontal framing members and footings. Section 106.3.3.(lt aooears to the ør000se structure is not comply with the conventional light-frame construction. Provide complete engineer design for the proposed building.) Provide calculations for lateral loads, shear panels, shear transfer and related. Section 106.3.3. For Conventional Light-Frame Construction, buildings shall be provided with exterior and interior braced wall lines. Spacing shall not exceed 34' (25' for Seismic Zone 4 or for wind speeds >80 mph) on center in both directions in each story. Sections 2320.4.2 and 2320.5.1 and Table 23-IV-C-1. 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. Braced wall panels shall start at not more than 8' from each end of a braced wall line. 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 'City of Carlsbad 03-2066 10/9/03 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 or 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: Minimum braced panel length is 2'-8" in width and a maximum height of 10'-0". 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-I1-13-I and blocked at all plywood edges. A minimum of two anchor bolts installed in accordance with Section 1806.6 between hold down devices. 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. 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. e) Continuous footings shall be provided under interior braced wall lines. See Section 2320.5.6 for possible exceptions. Detail shear transfer connections, including roof and floor diaphragms, to shear walls. Section 2315.- Specify nail size and spacing for all shear walls, floor and roof diaphragms. Indicate required blocking. Maintain maximum diaphragm dimension ratios. Sections 2315 and 2513. In Seismic Zone 4, aspect ratios are limited to 2:1 for wood shear panels. Table 23-11-G. 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. Plywood joint and sill plate nailing shall be staggered in all cases. Table 23-11-1- 1, footnote 3. City of Carlsbad 03-2066 10/9/03 Show location of attic access with a minimum size of 22"x30", unless the maximum vertical headroom height in the attic is less than 30". Access must be provided to each separated attic area, shall be located in a hallway or other readily accessible location and 30" headroom clearance is required above the opening. Section 1505.1. Note on the plans that "all weather-exposed surfaces shall have a weather-resistive barrier to protect the interior wall covering and that exterior openings shall be flashed in such a manner as to make them weatherproof". Section 1402. The timber building package appears to not comply with the conventional framing. Unless it complies with all the conventional framing requirements, provide complete calculation from a California State registered engineer to justify it. MECHANICAL (UNIFORM MECHANICAL CODE) Show the location, type and size (BTU's) of all heating and cooling appliances or systems. (if applicable) Every dwelling unit shall be provided with heating facilities capable of maintaining a room temperature of 70 degrees F at 3 feet above the floor in all habitable rooms. Show basis for compliance. UBC, Sec. 310.11.(if applicable) ELECTRICAL (NATIONAL ELECTRICAL CODE) 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. Note on the plans that receptacle outlet locations will comply with NEC Art. 210-52(a). Show at least one wall switch-controlled lighting outlet to be installed in every habitable room; in bathrooms, hallways, stairways, attached garages, and detached garages with electric power; and at the exterior side of outdoor entrances or exits. At interior stairways show 3-way switching for lighting outlets at each floor level where there are six or more steps. NEC Art. 210(a). ENERGY CONSERVATION 53 Provide plans, calculations and worksheets to show compliance with current energy standards.(if applicable) 54. Cloth backed duct tape is no longer permitted to be used as the sole connection for mechanical ducting. Note on the plans that duct tape, as a minimum, meeting the requirements of ULI8I, 181A, or 181B, shall be used or additional duct City of Carlsbad 03-2066 10/9/03 attachment devices such as tie wraps or mastic will be required for installing mechanical ducting. Detail or note on the plans: "The return air plenum serving the mechanical equipment must be fully ducted from the equipment to the conditioned space. Drop ceilings, wall cavities and equipment platforms may not be used as plenums." The regulations require a properly completed and properly signed Form CF-1 R 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. All energy items shown on the plans must be in agreement with the information shown on the properly completed Form CF-IR. Specify on the building plans all of the mandatory energy conservation requirements. Note on the plans: "The manufactured windows shall have a label attached certified by the National Fenestration Rating Council (NFRC) and showing compliance with the energy calculations." MISCELLANEOUS Please place soil notice stamp on the final approved plan.(city policy) 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 L3 No U The jurisdiction has contracted with Esgil Corporation located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123; telephone number of 858/560-1468, to perform the plan review for your project. If you have any questions regarding these plan review items, please contact David Yao at Esgil Corporation. Thank you. EsGil Corporation 'In artnersfiipwith government for ftifding Safety DATE: 9/8/03 JURISDICTION: City of Carlsbad DA CANT JURIS. O PLAN REVIEWER 0 FILE PLAN CHECK NO.: 03-2066 SET: III PROJECT ADDRESS: 2425 Steven Circle PROJECT NAME: Germundson Residence Addition El The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff. LI The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. lj 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: Eric Germundson 2425 Steven Circle Carlsbad, CA 92008 F-1 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: Eric Germundson Telephone #: (760)729-3479 Abu Date contacted: 91 9'103 (by: In, ) Fax #: Mail .i'elephone Fax In Person El REMARKS: By: David Yao Enclosures: Esgil Corporation 0 GA 0 MB 0 EJ 0 Pc 8/28 trnsmtl.dot 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858) 560-1468 • Fax (858) 560-1576 City of Carlsbad 03-2066 9/8/03 RECHECK PLAN-CORRECTION LIST - JURISDICTION: City of Carlsbad PROJECT ADDRESS: 2425 Steven Circle DATE PLAN RECEIVED BY ESGIL CORPORATION: 8/28 REVIEWED BY: David Yao PLAN CHECK NO.: 03-2066 SET: III DATE RECHECK COMPLETED: 9/8/03 FOREWORD (PLEASE READ): This plan review is limited to the technical requirements contained in the Uniform-Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and disabled access. This plan review is based on regulations enforced by the Building Department. You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department or other departments. The following items listed need clarification, modification or change. All items must be satisfied before the plans will be in conformance with the cited codes and regulations. Per Sec. 106.4.3, 1997 Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law. To facilitate rechecking, please identify. next to each item, the sheet of the plans UDOfl which each correction on this sheet has been made and return this sheet with the revised plans. The following items have not been resolved from the previous plan reviews. The original correction number has been given-for your reference. In case you did not keep a copy of the prior correction list, we have enclosed those pages containing the outstanding corrections. Please contact me if you have any questions regarding these items. Please indicate here if any changes have been made to the plans that are not a result of corrections from this list. If there are other changes, please briefly describe them and where they are located on the plans. Have changes been made not resulting from this list? DYes DNo City of Carlsbad 03-2066 9/8/03 Please make all corrections on-the-original tracings, as requested inthe correction list. Submit three sets of plans for commercial/industrial projects (two sets of plans for residential projects). For expeditious processing, corrected sets can be submitted in one of two ways: Deliver all corrected sets of plans and calculations/reports directly to the City of Carlsbad Building Department, 1635 Faraday Ave., Carlsbad, CA 92008, (760) 602-2700. The City will route the plans to EsGil Corporation and the Carlsbad Planning, Engineering and Fire Departments. Bring one corrected set of plans and calculations/reports to EsGil Corporation, 9320 Chesapeake Drive, Suite 208, San Diego, CA 92123, (858) 560-1468. Deliver all remaining sets of plans and calculations/reports directly to the City of Carlsbad Building Department for routing to their Planning, Engineering and Fire Departments. NOTE: Plans that are submitted directly to EsGil Corporation only will iot be reviewed by the City Planning, Engineering and Fire Departments until review by EsGil Corporation is complete. PLANS Indicate on the Title Sheet of the plans the name of the legal owner and name of the person responsible for the preparation of the plans. Section 106.3.3. 2. All sheets of plans must be signed by the person responsible for their preparation. (California Business and Professions Code). 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). (if the building was designed by engineer or architect) Provide a statement on the Title Sheet of the plans stating that this project shall comply with the 2001 edition of the California Building Code (Title 24), which adopts the 1997 UBC, 2000 UMC, 2000 UPC and the 1999 NEC. Clearly dimension building setbacks from property lines, street centerlines, and from all adjacent buildings and structures on the site plan. Section 106.3.3. GENERAL RESIDENTIAL REQUIREMENTS Provide complete floor plan showing the use of the space, dimension and all window and door size and type. .etc. It appear to the use of the space has been revised to storage.(?) If yes, please clearly note on the plan. If no, the room shall be treated as habitable space. Provide nature light, ventilation and heat for the space. City of Carlsbad 03-2066 9/8/03 7. Window area must-be atIeast1/10 of.the floor area and a minimum of 10 square feet per Section 1203.3.(if. applicable) 8. Openable window area in habitable rooms must be 1/20 of the floor area and a minimum of 5 square feet. In bathrooms and water closet compartments, 1/20 of area is required and minimum is 1.5 sq. ft. Section 1203.3.(if applicable) 9. Show that ceiling height for habitable rooms is a minimum of 7'-6". Section 310:6.1. 10. Glazing in the following locations should be of safety glazing material in accordance with Section 2406.4 (see exceptions): a) 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. ROOFING 11. Specify roof material and application. Chapter 15. 12. Per local ordinance, a Class A roof is required. 13. Specify on the plans the following information for the roof materials, per Section 106.3.3: Manufacturer's name. Product name/number. ICBO approval number, or equal. 14. Show the required ventilation for attics (or enclosed rafter spaces formed where ceilings are applied directly to the underside of roof rafters). The minimum vent area is 1/150 of attic area (or 1/300 of attic area if at least 50% of the required vent is at least 3 feet above eave vents or cornice vents). Show area required and area provided. Section 1505.3. (if there is attic space for the proposed building) 15. Where eave vents are installed, insulation shall not block the free flow of air. A minimum of 1" of air space shall be provided between the insulation and the roof sheathing. To accommodate the thickness of insulation plus the required 1" clearance, member sizes may have to be increased for rafter-ceiling joists. Section 1505.3. 16. Note on the plans: "Attic ventilation openings shall be covered with corrosion-resistant metal mesh with mesh openings of 1/4-inch in dimension." Section 1 505.3.(if applicable) City of Carlsbad 03-2066 9/8/03 FOUNDATION REQUIREMENTS 17: Note on plans that wood shall be 6" minimum above finish grade. Section I8O6.1.(Detail H/I shows 31/2". Please revise it.) 18. Note on plans that surface water will drain away from building and show drainage pattern. Section I 804.7.(the drainage shown on the new site plan appears to show the drain will be collected toward the main dwelling.?) 21. Show foundation bolt size and spacing. Foundation bolt size and spacing for shear walls must be clearly shown on the foundation plan. Section 1806.6. 22. The following anchor. bolt requirements shall apply in Seismic Zones 3 and 4, per Section 1806.6.1: The minimum nominal anchor bolt diameter shall be 5/8-inch (for Seismic Zone 4 only). Note: This will require a minimum distance from the ends of sill plates to be 4-3/8" (and a maximum of I2").(Detail H/i shows 1/2" J bolts. Please revise it.) Plate washers (minimum size of 2" x 2" x 3/16") shall be used on each anchor bolt. 23. If required, show size, embedment and location of hold down anchors on foundation plan. Section 106.3.3. 24. 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. 25. Show adequate footings under all bearing walls and shear walls. Section 1806.3.(Provide complete foundation plan showing the size(depth and width) and reinforcement of all the footings. The latest package shows different concrete layout (detail C/I). Please clearly specify on the plan which layout will be used for this Drolect?) 26. Show minimum 18" clearance from grade to bottom of floor joists and minimum 12" clearance to bottom of girders. Section 2306.3.(if raised wood floor was used) 27. Show minimum underfloor access of 18" x 24". Section 2306.3.(if raised wood floor was used) 28. Show minimum underfloor ventilation equal to 1 sq. ft. for each 150 sq. ft. of underfloor area. Openings shall be as close to corners as practical and shall provide cross ventilation on at least two approximately opposite sides. Section 2306.7.(if raised wood floor was used) City of Carlsbad 03-2066 9/8/03 FRAMING 29. Show double top plate with minimum 48" lap splice. Section 2320.11.2. 30. Show nailing will be in compliance with Table 23-I1-B-I. 31. Show or note fire stops at the following locations per Section 708.2.1: In concealed spaces of stud walls and partitions, including furred spaces, at the ceiling and floor levels and at 10 foot intervals both vertical and horizontal; At all interconnections between concealed vertical and horizontal spaces such as occur at soffits, drop ceilings and cove ceilings: In concealed spaces between stair stringers at the top and bottom of the run and between studs along and inline with the run of stairs if the walls under the stairs are unfinished; - In openings around vents, pipes, ducts, chimneys, fireplaces and similar openings which afford a passage for fire at ceiling and floor levels, with noncombustible materials. At openings between attic spaces and chimney chases for factory-built chimneys. 32. Show stud size and spacing. Maximum allowable stud heights: Bearing wall: 2 x4 and 2 x 6 max. 10'; Non-bearing: 2 x 4 max. 14', 2 x 6 max. 20'. Table 23-IV-B. 33. Provide roof framing plan and floor framing plan (if raised floor was used). Section 106.3.3. 34. Show rafter ties. Rafter ties shall be spaced not more than 4 feet on center and be just above the ceiling joists, where rafters and ceiling joists are not parallel. Section 2320.12.6. 35. Show rafter purlin braces to be not less than 45 degrees to the horizontal. Section 2320.12.7. 36. Specify all header sizes for openings over 4' wide. Section 2320.11.6. 37. Provide calculations for main vertical and horizontal framing members and footings. Section 1 06.3.3.(lt aooears to the or000se structure is not comolv with the conventional light-frame construction. Provide cornolete engineer design for the proposed building.) 38. Provide calculations for lateral loads, shear panels, shear transfer and related. Section 106.3.3. 39. For Conventional Light-Frame Construction, buildings shall be provided with exterior and interior braced wall lines. Spacing shall not exceed 34' (25' for Seismic Zone 4 or for wind speeds >80 mph) on center in both directions in each story. Sections 2320.4.2 and 2320.5.1 and Table 23-IV-C-1. City of Carlsbad 03-2066 9/8/03 40. 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. Braced wall panels shall start at not more than 8' from each end of a braced wall line. 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 or 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: Minimum braced panel length is 2'-8" in width and a maximum height of 10'-0". 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-I1-13-I and blocked at all plywood edges. A minimum of two anchor bolts installed in accordance with Section 1806.6 between hold down devices. 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. 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. e) Continuous footings shall be provided under interior braced wall lines. See Section 2320.5.6 for possible exceptions. 41. Detail shear transfer connections, including roof and floor diaphragms, to shear walls. Section 2315. 42. Specify nail size and spacing for all shear walls, floor and roof diaphragms. Indicate required blocking. Maintain maximum diaphragm dimension ratios. Sections 2315 and 2513. 43. In Seismic Zone 4, aspect ratios are limited to 2:1 for wood shear panels. Table 23-ll-G. City of Carlsbad 03-2066 9/8/03 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. Plywood joint and sill plate nailing shall be-staggered in all cases. Table 23-I1-I- 1, footnote 3. Show location of attic access with a minimum size of 22"x30", unless the maximum vertical headroom height in the attic is less than 30". Access must be provided to each separated attic area, shall be located in a hallway or other readily accessible location and 30" headroom clearance is required above the opening. Section 1505.1. Note on the plans that "all weather-exposed surfaces shall have a weather-resistive barrier to protect the interior wall covering and that exterior openings shall be flashed in such a manner as to make them weatherproof'. Section 1402. The timber building package appears to not comply with the conventional framing. Unless it complies with all the conventional framing requirements, provide complete calculation from a California State registered engineer to justify it. MECHANICAL (UNIFORM MECHANICAL CODE) Show the location, type and size (BTU's) of all heating and cooling appliances or systems. Every dwelling unit shall be provided with heating facilities capable of maintaining a room temperature of 70 degrees F at 3 feet above the floor in all habitable rooms. Show basis for compliance. UBC, Sec. 310.11. ELECTRICAL (NATIONAL ELECTRICAL CODE) 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. Note on the plans that receptacle outlet locations will comply with NEC Art. 210-52(a). Show at least one wall switch-controlled lighting outlet to be installed in every habitable room; in bathrooms, hallways, stairways, attached garages, and detached garages with electric power; and at the exterior side of outdoor City of Carlsbad 03-2066 9/8/03 .entrances or exits.,At interior stairways show 3-way switching for lighting outlets ........... at each floor level where there are six or more steps. NEC Art. 210(a). ENERGY CONSERVATION 53 Provide plans, calculations and worksheets to show compliance with current energy standards. Cloth backed duct tape is no longer permitted to be used as the sole connection for mechanical ducting. Note on the plans that duct tape, as a minimum, meeting the requirements of ULI8I, 181A, or 181B, shall be used or additional duct attachment devices such as tie wraps or mastic will be required for installing mechanical ducting. Detail or note on the plans: "The return air plenum serving the mechanical equipment must be fully ducted from the equipment to the conditioned space. Drop ceilings, wall cavities and equipment platforms may not be used as plenums." The regulations require a properly completed and properly signed Form CF-1 R 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. All energy items shown on the plans must be in agreement with the information shown on the properly completed Form CF-IR. Specify on the building plans all of the mandatory energy conservation requirements. Note on the plans: "The manufactured windows shall have.a label attached certified by the National Fenestration Rating Council (NFRC) and showing compliance with the energy calculations." MISCELLANEOUS Please place soil notice stamp on the final approved plan.(city policy) 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. City of Carlsbad 03-2066 9/8/03 Have changes been made to the plans not resuiting from this correction list? Please indicate: Yes L1 No L1 63. 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 David Yao at Esgil Corporation. Thank you. p EsGil Corporation In cPartnersIiip with government for 8ui (ding Safety DATE: 8/26/03 U APPJJANT I. JURISDICTION: City of Carlsbad U PLAN REVIEWER U FILE PLAN CHECK NO.: 03-2066 SET: II PROJECT ADDRESS: 2425 Steven Circle PROJECT NAME: Germundson Residence Addition El The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building coded. El 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. El 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. El 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: Eric Germundson 2425 Steven Circle Carlsbad, CA 92008 LI 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: Eric Germundson (.t..4.) Telephone #: (760)729-3479 Date contacted: 912(d0 (by: ) Fax #: Mail V Telephone '—Fax In Person REMARKS: This submittal is for new site plan only. By: David Yao Enclosures: Esgil Corporation U GA 0 MB I EJ 0 PC 8/19 trnsmti.dot 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858) 560-1468 • Fax (858) 560-1576 City of Carlsbad 03-2066 8/26/03 RECHECK PLAN CORRECTION LIST JURISDICTION: City of Carlsbad PROJECT ADDRESS: 2425 Steven Circle DATE PLAN RECEIVED BY ESGIL CORPORATION: 8/19 REVIEWED BY: David Yao PLAN CHECK NO.: 03-2066 SET: II DATE RECHECK COMPLETED: 8/26/03 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. •. . .. . . Please make all corrections on the original tracings and submit two new sets of prints to: ESGIL CORPORATION. To facilitate rechecking, please identify, next to each item, the sheet of the plans upon which each correction on this sheet has been made and return this sheet with the revised plans. The following items have not been resolved from the previous plan reviews. The original correction number has been given for your reference. In case you did not keep a copy of the prior correction list, we have enclosed those pages containing the outstanding corrections. Please contact me if you have any questions regarding these items. Please indicate here if any changes have been made to the plans that are not a result of corrections from this list. If there are other changes, please briefly describe them and where they are located on the plans. Have changes been made not resulting from this list? DYes DNo City of Carlsbad 03-2066 8/26/03 Please make all corrections on the original tracings, as requested in the correction list. Submit three sets of plans for commercial/industrial projects (two sets of plans for residential projects). For expeditious processing, corrected sets can be submitted in one of two ways: Deliver all corrected sets of plans and calculations/reports directly to the City of Carlsbad Building Department, 1635 Faraday Ave., Carlsbad, CA 92008, (760) 602-2700. The City will route the plans to EsGil Corporation and the Carlsbad Planning, Engineering and Fire Departments. Bring one corrected set of plans and calculations/reports to EsGil Corporation, 9320 Chesapeake Drive, Suite 208, San Diego, CA 92123, (858) 560-1468. Deliver all remaining sets of plans and calculations/reports directly to the City of Carlsbad Building Department for routing to their Planning, Engineering and Fire Departments. NOTE: Plans that are submitted directly to EsGil Corporation only will not be reviewed by the City Planning, Engineering and Fire Departments until review by EsGil Corporation is complete. PLANS Indicate on the Title Sheet of the plans the name of the legal owner and name of the person responsible for the preparation of the plans. Section 106.3.3. All sheets of plans must be signed by the person responsible for their preparation. (California Business and Professions Code). 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). (if the building was designed by engineer or architect) Provide a statement on the Title Sheet of the plans stating that this project shall comply with the 2001 edition of the California Building Code (Title 24), which adopts the 1997 UBC, 2000 UMC, 2000 UPC and the 1999 NEC. Clearly dimension building setbacks from property lines, street centerlines, and from all adjacent buildings and structures on the site plan. Section 106.3.3. GENERAL RESIDENTIAL REQUIREMENTS Provide complete floor plan showing the use of the space, dimension and all window and door size and type. .etc. Window area must be at least 1/10 of the floor area and a minimum of 10 square feet per Section 1203.3. 'City of Carlsbad 03-2066 8/26/03 8. Openable window area in habitable rooms must be 1/20 of the floor area and a minimum of 5 square feet. In bathrooms and water closet compartments, 1/20 of area is required and minimum is 1.5 sq. ft. Section 1203.3. 9. Show that ceiling height for habitable rooms is a minimum of 7-6". Section 310.6.1. 10. Glazing in the following locations should be of safety glazing material in accordance with Section 2406.4 (see exceptions): a) 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. ROOFING 11. Specify roof material and application. Chapter 15. 12. Per local ordinance, a Class A roof is required. 13. Specify on the plans the following information for the roof materials, per Section 106.3.3: Manufacturer's name. Product name/number. ICBO approval number, or equal. 14. Show the required ventilation for attics (or enclosed rafter spaces formed where ceilings are applied directly to the underside of roof rafters). The minimum vent area is 1/150 of attic area (or 1/300 of attic area if at least 50% of the required vent is at least 3 feet above eave vents or cornice vents). Show area required and area provided. Section 1505.3. (if there is attic space for the proposed building) 15. Where eave vents are installed, insulation shall not block the free flow of air. A minimum of 1" of air space shall be provided between the insulation and the roof sheathing. To accommodate the thickness of insulation plus the required 1" clearance, member sizes may have to be increased for rafter-ceiling joists. Section 1505.3. 16. Note on the plans: "Attic ventilation openings shall be covered with corrosion-resistant metal mesh with mesh openings of 1/4-inch in dimension." Section 1 505.3.(if applicable) FOUNDATION REQUIREMENTS 17. Note on plans that wood shall be 6" minimum above finish grade. Section 1806.1. City of Carlsbad 03-2066 8/26/03 18. Note on plans that surface water will drain away from building and show drainage pattern. Section 1804.7.(the drainage shown on the new site plan appears to show the drain will be collected toward the main dwelling.?) 19. The following footing requirements shall apply in Seismic Zones 3. and 4, per Section 1806.7; Foundations with stemwalls shall be provided with a minimum of one No. 4 bar at the top of the wall and one No. 4 bar at the bottom of the footing. Slabs-on-grade with turned-down footings shall have a minimum of one No. 4 bar at the top and bottom. Exception: For slabs-on-grade cast monolithically with a footing may have one No. 5 bar located at either the top or bottom. 20. Show foundation sills to be pressure treated, or equal. Section 2306.4. 21. Show foundation bolt size and spacing. Foundation bolt size and spacing for shear walls must be clearly shown on the foundation plan. Section 1806.6. 22. The following anchor bolt requirements shall apply in Seismic Zones 3 and 4, per Section 1806.6.1: The minimum nominal anchor bolt, diameter shall be 5/8-inch (for Seismic Zone 4 only). Note: This will require a minimum distance from the ends. of sill plates to be 4-3/8" (and a maximum of 12"). Plate washers (minimum size of 2" x 2" x 3/16") shall be used on each anchor bolt. 23. If required, show size, embedment and location of hold down anchors on foundation plan. Section 106.3.3. 24. 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. 25. Show adequate footings under all bearing walls and shear walls. Section I 806.3.(Provide complete foundation plan showing the size and reinforcement of all the footings.) . 26. Show minimum 18" clearance from grade to bottom of floor joists and minimum 12" clearance to bottom of girders. Section 2306.3.(if raised wood floor was used) 27. Show minimum. underfloor access of 18" x 24". Section 2306.3.(if raised wood floor was used) 28. Show minimum underfloor ventilation equal to 1 sq. ft. for each 150 sq. ft. of underfloor area. Openings shall be as close to corners as practical and shall City of Carlsbad 03-2066 8/26/03 provide cross ventilation on at least two approximately opposite sides. Section 2306.7.(if raised wood floor was used) FRAMING 29. Show double top plate with minimum 48" lap splice. Section 2320.11.2. 30. Show nailing will be in compliance with Table 23-I1-B-I. 31. Show or note fire stops at the following locations per Section 708.2.1: In concealed spaces of stud walls and partitions, including furred spaces, at the ceiling and floor levels and at 10 foot intervals both vertical and horizontal; At all interconnections between concealed vertical and horizontal spaces such as occur at soffits, drop ceilings and cove ceilings; In concealed spaces between stair stringers at the top and bottom of the run and between studs along and inline with the run of stairs if the walls under the stairs are unfinished; In openings around vents, pipes, ducts, chimneys, fireplaces and similar openings which afford a passage for fire at ceiling and floor levels, with noncombustible materials. At openings between attic spaces and chimney chases for factory-built chimneys. 32. Show stud size and spacing. Maximum allowable stud heights: Bearing wall: 2 x4 and 2 x 6 max. 10'; Non-bearing: 2 x 4 max. 14', 2 x 6 max. 20'. Table 23-IV-B. 33. Provide roof framing plan and floor framing plan (if raised floor was used). Section 106.3.3. 34. Show rafter ties. Rafter ties shall be spaced not more than 4 feet on center and be just above the ceiling joists, where rafters and ceiling joists are not parallel. Section 2320.12.6. 35. Show rafter purlin braces to be not less than 45 degrees to the horizontal. Section 2320.12.7. 36. Specify all header sizes for openings over 4' wide. Section 2320.11.6. 37. Provide calculations for main vertical and horizontal framing members and. footings. Section 106.3.3. 38. Provide calculations for lateral loads, shear panels, shear transfer and related. Section 106.3.3. 39. For Conventional Light-Frame Construction, buildings shall be provided with exterior and interior braced wall lines. Spacing shall not exceed 34' (25' for City of Carlsbad 03-2066 8/26/03 Seismic Zone 4 or for wind speeds >80 mph) on center in both directions in each story. Sections 2320.4.2 and 2320.5.1 and Table 23-IV-C-1. 40. 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. Braced wall panels shall start at not more than 8' from each end of a braced wall line. 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 or 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: Minimum braced panel length is 2'-8" in width and a maximum height of I0'-0". Each braced wall panel is sheathed on at least one face with 3/8" plywood sheathing flailed with 8d common or galvanized box nails per 23-I1-B-I and blocked at all plywood edges. A minimum of two anchor bolts installed in accordance with Section1806.6 between hold down devices. 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. 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. e) Continuous footings shall be provided under interior braced wall lines. See Section 2320.5.6 for possible exceptions. 41. Detail shear transfer connections, including roof and floor diaphragms, to shear walls. Section 2315. 42. Specify nail size and spacing for all shear walls, floor and roof diaphragms. Indicate required blocking. Maintain maximum diaphragm dimension ratios. Sections 2315 and 2513. City of Carlsbad 03-2066 8/26/03 In Seismic Zone 4, aspect ratios are limited to 2:1 for wood shear panels. Table 23-11-G. 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. Plywood joint and sill plate nailing shall be staggered in all cases. Table 23-I1-I- 1, footnote 3. Show location of attic access with a minimum size of 22"x30", unless the maximum vertical headroom height in the attic is less than 30". Access must be provided to each separated attic area, shall be located in a hallway or other readily accessible location and 30" headroom clearance is required above the opening. Section 1505.1. Note on the plans that "all weather-exposed surfaces shall have a weather-resistive barrier to protect the interior wall covering and that exterior openings shall be flashed in such a manner as to make them weatherproof'. Section 1402. The timber building package appears to not comply with the conventional framing. Unless it complies with all the conventional framing requirements, provide complete calculation from a California State registered engineer to justify it. MECHANICAL (UNIFORM MECHANICAL CODE) Show the location, type and size (BTU's) of all heating and cooling appliances or systems. Every dwelling unit shall be provided with heating facilities capable of maintaining a room temperature of 70 degrees F at 3 feet above the floor in all habitable rooms. Show basis for compliance. UBC, Sec. 310.11. ELECTRICAL (NATIONAL ELECTRICAL CODE) 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. Note on the plans that receptacle outlet locations will comply with NEC Art. 210-52(a). Show at least one wall switch-controlled lighting outlet to be installed in every habitable room; in bathrooms, hallways, stairways, attached garages, and City of Carlsbad 03-2066 8/26/03 detached garages with electric power; and at the exterior side of outdoor entrances or exits. At interior stairways show 3-way switching for lighting outlets at each floor level where there are six or more steps. NEC Art. 210(a). ENERGY CONSERVATION 53 Provide plans, calculations and worksheets to show compliance with current energy standards. Cloth backed duct tape is no longer permitted to be used as the sole connection for mechanical ducting. Note on the plans that duct tape, as a minimum, meeting the requirements of ULI8I, 181A, or 181 B, shall be used or additional duct attachment devices such as tie wraps or mastic will be required for installing mechanical ducting. Detail or note on the plans: "The return air plenum serving the mechanical equipment must be fully ducted from the equipment to the conditioned space. Drop ceilings, wall cavities and equipment platforms may not be used as plenums." The regulations require a properly completed and properly signed Form CF-1 R 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. All energy items shown on the plans must be in agreement with the information shown on the properly completed Form CF-IR. Specify on the building plans all of the mandatory energy conservation requirements. Note on the plans: "The manufactured windows shall have a label attached certified by the National Fenestration Rating Council (NFRC) and showing compliance with the energy calculations." MISCELLANEOUS Please place soil notice stamp on the final approved plan.(city policy) 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. City of Carlsbad 03-2066 8/26/03 Have changes been made to the plans not resulting from this correction list? Please indicate: Yes No U 63. 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 David Yao at Esgil Corporation. Thank you. EsGil Corporation In cPartners/lip with government for cBui(&ng Safety DATE: 8/5/03 JURISDICTION: City of Carlsbad PLAN CHECK NO.: 03-2066 SET: I PROJECT ADDRESS: 2425 Steven Circle PROJECT NAME: Germundson Residence Addition O APPLICANT U PLAN REVIEWER U FILE LI The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. F-1 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: Eric Germundson 2425 Steven Circle Carlsbad, CA 92008 LI 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: Eric Germundson Telephone #: (760)729-3479 (U1JAIAI Date contacted: T 1 5 13 (by: c.__) Fax #: Mail." Telephone Fax In Person LI REMARKS: By: David Yao Enclosures: Esgil Corporation 0 GA 0 MB 0 EJ 0 PC 7/28 trnsmtl.dot 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858) 560-1468 • Fax (858) 560-1576 City of Carlsbad 03-2066 8/5/03 PLAN REVIEW CORRECTION LIST SINGLE FAMILY DWELLINGS AND DUPLEXES PLAN CHECK NO.: 03-2066 JURISDICTION: City of Carlsbad PROJECT ADDRESS: 2425 Steven Circle FLOOR AREA: Living 192 sf REMARKS: DATE PLANS RECEIVED BY JURISDICTION: DATE INITIAL PLAN REVIEW COMPLETED: 8/5/03 STORIES: 1 HEIGHT: ? DATE PLANS RECEIVED BY ESGIL CORPORATION: 7/28 PLAN REVIEWER: David Yao FOREWORD (PLEASE READ): This plan review is limited to the technical requirements contained in the Uniform Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and access for the disabled. This plan review is based on regulations enforced by the Building Department. You may have other corrections based on laws and ordinance by the Planning Department, Engineering Department, Fire Department or other departments. Clearance from those departments may be required prior to the issuance of a building permit. Present California law mandates that residential construction comply with the 2001 edition of the California Building Code (Title 24), which adopts the following model codes: 1997 UBC, 2000 UPC, 2000 UMC and 1999 NEC (all effective 11/1/02). 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. City of Carlsbad 03-2066 8/5/03 Please make all corrections on the original tracings, as requested in the correction list. Submit three sets of plans for commercial/industrial projects (two sets of plans for residential projects). For expeditious processing, corrected sets can be submitted in one of two ways: Deliver all corrected sets of plans and calculations/reports directly to the City of Carlsbad Building Department, 1635 Faraday Ave., Carlsbad, CA 92008, (760) 602- 2700. The City will route the plans to EsGil Corporation and the Carlsbad Planning, Engineering and Fire Departments. Bring one corrected set of plans and calculations/reports to EsGil Corporation, 9320 Chesapeake Drive, Suite 208, San Diego, CA 92123, (858) 560-1468. Deliver all remaining sets of plans and calculations/reports directly to the City of Carlsbad Building Department for routing to their Planning, Engineering and Fire Departments. NOTE: Plans that are submitted directly to EsGil Corporation only will not be reviewed by the City Planning, Engineering and Fire Departments until review by EsGil Corporation is complete. . PLANS Indicate on the Title Sheet of the plans the name of the legal owner and name of the person responsible for the preparation of the plans. Section 106.3.3. All sheets of plans must be signed by the person responsible for their preparation. (California Business and Professions Code). 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). (if the building was designed by engineer or architect) Provide a statement on the Title Sheet of the plans stating that this project shall comply with the 2001 edition of the California Building Code (Title 24), which adopts the 1997 UBC, 2000 UMC, 2000 UPC and the 1999 NEC. Clearly dimension building setbacks from property lines, street centerlines, and from all adjacent buildings and structures on the site plan. Section 106.3.3. . GENERAL RESIDENTIAL REQUIREMENTS Provide complete floor plan showing the use of the space, dimension and all window and door size and type. .etc. Window area must be at least 1/10 of the floor area and a minimum of 10 square feet per Section 1203.3. Openable window area in habitable rooms must be 1/20 of the floor area and a minimum of 5 square feet. In bathrooms and water closet compartments, 1/20 of area is required and minimum is 1.5 sq. ft. Section 1203.3. City of Carlsbad 03-2066 8/5/03 9. Show that ceiling height for habitable rooms is a minimum of 7'-6". Section 31 0.6.1. 10. GJazing in the following locations should be of safety glazing material in accordance with Section 2406.4 (see exceptions): a) *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. . ROOFING 11. Specify roof material and application. Chapter 15. 12. Per local ordinance, a Class A roof is required. 13. Specify on the plans the following information for the roof materials, per Section 106.3.3: Manufacturer's name. Product name/number. ICBO approval number, or equal. 14. Show the required ventilation for attics (or enclosed rafter spaces formed where ceilings are applied directly to the underside of roof rafters). The minimum vent area is 1/150 of attic area (or 1/300 of attic area if at least 50% of the required vent is at least 3 feet above eave vents or cornice vents). Show area required and area provided. Section 1505.3. (if there is attic space for the proposed building) 15. Where eave vents are installed, insulation shall not block the free flow of air. A minimum of 1" of air space shall be provided between the insulation and the roof sheathing. To accommodate the thickness of insulation plus the required 1" clearance, member sizes may have to be increased for rafter-ceiling joists. Section 1505.3. 16. Note on the plans: "Attic ventilation openings shall be covered with corrosion-resistant metal mesh with mesh openings of 1/4-inch in dimension." Section 1 505.3.(if applicable) FOUNDATION REQUIREMENTS 17. Note on plans that wood shall be 6" minimum above finish grade. Section 1806.1. 18. Note on plans that surface water will drain away from building and show drainage pattern. Section 1804.7. City of Carlsbad 03-2066 8/5/03 19. The following footing requirements shall apply in Seismic Zones 3 and 4, per Section 1806.7: Foundations with stemwalls shall be provided with a minimum of one No. 4 bar at the top of the wall and one No. 4 bar at the bottom of the footing. Slabs-on-grade with turned-down footings shall have a minimum of one No. 4 bar at the top and bottom. Exception: For slabs-on-grade cast monolithically with a footing may have one No. 5 bar located at either the top or bottom. 20. Show foundation sills to be pressure treated, or equal. Section 2306.4. 21. Show foundation bolt size and spacing. Foundation bolt size and spacing for shear walls must be clearly shown on the foundation plan. Section 1806.6. 22. The following anchor bolt requirements shall apply in Seismic Zones 3 and 4, per Section 1806.6.1: The minimum nominal anchor bolt diameter shall be 5/8-inch (for Seismic Zone 4 only). Note: This will require a minimum distance from the ends of sill plates to be 4-3/8" (and a maximum of 12"). Plate washers (minimum size of 2" x2" x 3/16") shall be used on each anchor bolt. 23. If required, show size, embedment and location of hold down anchors on foundation plan. Section 106.3.3. 24. 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. 25. Show adequate footings under all bearing walls and shear walls. Section 1806.3.(Provide complete foundation plan showing the size and reinforcement of all the footings.) 26. Show minimum 18" clearance from grade to bottom of floor joists and minimum 12" clearance to bottom of girders. Section .2306.3.(if raised wood floor was used) 27. Show minimum underfloor access of 18" x 24". Section 2306.3.(if raised wood floor was used) 28. Show minimum underfloor ventilation equal to 1 sq. ft. for each 150 sq. ft. of underfloor area. Openings shall be as close to corners as practical and shall provide cross ventilation on at least two approximately opposite sides. Section 2306.7.(if raised wood floor was used) City of Carlsbad 03-2066 8/5/03 FRAMING 29. Show double top plate with minimum 48" lap splice. Section 2320.11.2. 30. Show nailing will be in compliance with Table 23-I1-B-I. 31. Show or note fire stops at the following locations per Section 708.2.1: In concealed spaces of stud walls and partitions, including furred spaces, at the ceiling and floor levels and at 10 foot intervals both vertical and horizontal; At all interconnections between concealed vertical and horizontal spaces such as occur at soffits, drop ceilings and cove ceilings; C) In concealed spaces between stair stringers at the top and bottom of the run and between studs along and inline with the run of stairs if the walls under the stairs are unfinished; In openings around vents, pipes, ducts, chimneys, fireplaces and similar openings which afford a passage for fire at ceiling and floor levels, with noncombustible materials. At openings between attic spaces and chimney chases for factory-built chimneys. 32. Show stud size and spacing. Maximum allowable stud heights: Bearing wall: 2 x4 and 2 x 6 max. 10'; Non-bearing: 2 x 4 max. 14', 2 x 6 max. 20'. Table 23-IV-B. 33. Provide roof framing plan and floor framing plan (if raised floor was used). Section 106.3.3. 34. Show rafter ties. Rafter ties shall be spaced not more than 4 feet on center and be just above the ceiling joists, where rafters and ceiling joists are not parallel. Section 2320.12.6. 35. Show rafter purlin braces to be not less than 45 degrees to the horizontal. Section 2320.12.7. 36. Specify all header sizes for openings over 4 wide. Section 2320.11.6. 37. Provide calculations for main vertical and horizontal framing members and footings. Section 106.3.3. 38. Provide calculations for lateral loads, shear panels, shear transfer and related. Section 106.3.3. 39. For Conventional Light-Frame Construction, buildings shall be provided with exterior and interior braced wall lines. Spacing shall not exceed 34' (25' for Seismic Zone 4 or for wind speeds >80 mph) on center in both directions in each story. Sections 2320.4.2 and 2320.5.1 and Table 23-IV-C-1. City of Carlsbad 03-2066 8/5/03 40. 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) 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 or 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: Minimum braced panel length is 2'-8' in width and a maximum height of 10'-0". 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-I1-B-I and blocked at all plywood edges. A minimum of two anchor bolts installed in accordance with Section1806.6 between hold down devices. 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. 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. e) Continuous footings shall be provided under interior braced wall lines. See Section 2320.5.6 for possible exceptions. 41. Detail shear transfer connections, including roof and floor diaphragms, to shear walls. Section 2315. 42. Specify nail size and spacing for all shear walls, floor and roof diaphragms. Indicate required blocking. Maintain maximum diaphragm dimension ratios. Sections 2315 and 2513. 43. In Seismic Zone 4, aspect ratios are limited to 2:1 for wood shear panels. Table 23-ll-G. City of Carlsbad 03-2066 8/5/03 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. Plywood joint and sill plate nailing shall be staggered in all cases. Table 23-I1-I- 1, footnote 3. Show location of attic access with a minimum size of 22"x30", unless the maximum vertical headroom height in the attic is less than 30". Access must be provided to each separated attic area, shall be located in a hallway or other readily accessible location and 30" headroom clearance is required above the opening. Section 1505.1. Note on the plans that "all weather-exposed surfaces shall have a weather-resistive barrier to protect the interior wall covering and that exterior openings shall be flashed in such a manner as to make them weatherproof'. Section 1402. The timber building package appears to not comply with the conventional framing. Unless it complies with all the conventional framing requirements, provide complete calculation from a California State registered engineer to justify it. . MECHANICAL (UNIFORM MECHANICAL CODE) Show the location, type and size (BTU's) of all heating and cooling appliances or systems. Every dwelling unit shall be provided with heating facilities capable of maintaining a room temperature of 70 degrees F at 3 feet above the floor in all habitable rooms. Show basis for compliance. UBC, Sec. 310.11. . ELECTRICAL (NATIONAL ELECTRICAL CODE) 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. Note on the plans that receptacle outlet locations will comply with NEC Art. 210-52(a). Show at least one wall switch-controlled lighting outlet to be installed in every habitable room; in bathrooms, hallways, stairways, attached garages, and detached garages with electric power; and at the exterior side of outdoor City of Carlsbad 03-2066 8/5/03 entrances or exits. At interior stairways show 3-way switching for lighting outlets at each floor level where there are six or more steps. NEC Art. 210(a). . ENERGY CONSERVATION Provide plans, calculations and worksheets to show compliance with current energy standards. Cloth backed duct tape is no longer permitted to be used as the sole connection for mechanical ducting. Note on the plans that duct tape, as a minimum, meeting the requirements of ULI8I, 181A, or 181B, shall be used or additional duct attachment devices such as tie wraps or mastic will be required for installing mechanical ducting. Detail or note on the plans: "The return air plenum serving the mechanical equipment must be fully ducted from the equipment to the conditioned space. Drop ceilings, wall cavities and equipment platforms may not be used as plenums." The regulations require a properly completed and properly signed Form CF-1 R 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. All energy items shown on the plans must be in agreement with the information shown on the properly completed Form CF-IR. Specify on the building plans all of the mandatory energy conservation requirements. Note on the plans: "The manufactured windows shall have a label attached certified by the National Fenestration Rating Council (NFRC) and showing compliance with the energy calculations." MISCELLANEOUS Please place soil notice stamp on the final approved plan.(city policy) 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. City of Carlsbad 03-2066 8/5/03 Have changes been made to the plans not resulting from this correction list? Please indicate: Yes L3 No 63. 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 David Yao at Esgil Corporation. Thank you. City of Carlsbad 03-2066 8/5/03 VALUATION AND PLAN CHECK FEE JURISDICTION: City of Carlsbad PLAN CHECK NO.: 03-2066 PREPARED BY: David Yao, DATE: 8/5/03 BUILDING ADDRESS: 2425 Steven Circle BUILDING OCCUPANCY: R-3 TYPE OF CONSTRUCTION: V-N BUILDING PORTION AREA (Sq. Ft.) Valuation Multiplier Reg. Mod. VALUE ($) rec. bldg. 192 82.00 15,744 Air Conditioning Fire Sprinklers TOTAL VALUE 15,744 Jurisdiction Code 1cb IBy Ordinance Bldg. Permit Fee by Ordinance Plan Check Fee by Ordinance vj Type of Review: El Complete Review fl Structural Only 0 Other .0 Repetitive Fee H rl I Hour* Repeats ou y _____ Esgil Plan Review Fee I $145.891 I $94.831 I $81.701 Comments: Sheet of I macvalue.doc City of Carlsbad BUILDING PLANCHECK CHECKLIST DATE: ffillo3 . PLAN.CHECK NO.: BUILDING ADDRESS: 6-4We.)1 C,( PROJECT DESCRIPTION: ASSESSOR'S PARCEL NUMBER:. ho 7 -)51 .-oI 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. El A Right-of-Way permit is required prior to construction of the following improvements: DENIAL Please see e attached report of deficiencies marked wi 0. Make necessary corrections to plans or specifica ions for compliance with applicable codes and standards. Submit corrected plans and/or specifications to this office for review. By: Date: By: Date: By: Date: FOR OFFICIAL USE ONLY ENGINEERING AUTHORIZATION TO ISSUE BUILDING PERMIT: By: ' . . Date: 47014/03 _____ ATTACHMENTS ENGINEERING DEPT. CONTACT PERSON El Dedication Application Name: TAN IYA BARROWS o City of Carlsbad Dedication Checklist El Improvement Application Address: 1635 Faraday Avenue, Carlsbad, CA 92008 Improvement Checklist Phone: (760) 602-2773 O Future Improvement Agreement CFD INFORMATION 0 Grading Permit Application Parcel Map No: O Grading Submittal Checklist Lots: El Right-of-Way Permit Application Recordation: O Right-of-Way Permit Submittal Checklist Carlsbad Tract: and Information Sheet Sewer Fee Information Sheet 1635 Faraday Avenue • Carlsbad, CA 92008-7314 • (760) 602-2720 • FAX (760) 602-8562 F:IBUILDING P1.ANCHECX CKLST FORM.doc i Roy. 7114100 641411N /Aps Vc&'a 'i-iA Lo4 113 S. BUILDING PLANCHECK CHECKLIST SITE PLAN 1. Provide a fully dimensioned site plan drawn to scale. Show: North Arrow F. Right-of-Way Width & Adjacent Streets Existing & Proposed Structures G. Driveway widths Existing Street Improvements H. Existing or proposed sewer lateral Property Lines I. Existing or proposed water service Easements J. Existing or proposed irrigation service 00 VFi 2. Show on site plan: rainage 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 &2% to swale 5' away from building." (BExisting & Proposed Slopes and Topography 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. Sewer and water laterals should not be located within proposed driveways, per standards. 3. Include on title sheet: A. Site address ssessor's Parcel Number egal Description (( Caniy'ø lhe6a U V11,4- 3, o+.. I I 3) 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 FBUILOING PLANCHECK CKI.ST FORM.doc Rev. 7114100 BUILDING PLANCHECK CHECKLIST 1ST 2N0 3RD DISCRETIONARY APPROVAL COMPLIANCE 0 El El 4a. Project does not comply with the following Engineering Conditions off approval for Project No.______________________________________________________ El El El 4b. All conditions are in compliance. Date: DEDICATION REQUIREMENTS El El D 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 $_15.000 , pursuant to Carlsbad Municipal Code Section 18.40.030. Dedication required as follows: Dedication required. Please have a registered Civil Engineer or Land Surveyor prepare the appropriate legal description together with an 8 h/2'I 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 El El El 6a. All needed public improvements upon and adjacent to the building site must be constructed at time of building construction whenever the value of the construction exceeds $ 75.000 , pursuant to Carlsbad Municipal Code Section 18.40.040. Public improvements required as follows: Attached please find an application form and submittal checklist for the public improvement requirements. A registered Civil Engineer must prepare the appropriate improvement plans and submit them together with the requirements on the attached checklist to the Engineering Department through a separate plan check process. The completed application form and the requirements on the -41 F:BUILDING PLANcHECK MST FORM4ac 3 Rev. 7114i00 BUILDING PLANCHECK CHECKLIST 1ST 2'" 3RD 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: 0. El El 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 $310 so we may prepare the necessary Neighborhood Improvement Agreement. This agreement must be signed, notarized and, approved by the City prior to issuance of a Building permit. Future public improvements required as follows: El El El 6c. Enclosed please find your Neighborhood Improvement Agreement. Please return agreement signed and notarized to the Engineering Department. Neighborhood Improvement Agreement completed by: Date: El El El 6d. No Public Improvements required. SPECIAL NOTE: Damaged or defective improvements found adiacent to building site must be repaired to the satisfaction of the City Inspector prior to occupancy. GRADING PERMIT REQUIREMENTS . 'a.. The conditions that invoke the need for a grading permit are found in Section 11.06.030 of the Municipal Code. El El 7a. Inadequate information available on Site Plan to make a determination on grading requirements. Include accurate grading quantities (cut, fill import, export). El El El 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. Grading Inspector sign off by: Date: El El El 7c. Graded Pad Certification required. (Note: Pad certification may be required even if .a grading permit is not required.) F:BUILDING PLANCHECK CKI.ST FORM.doc 4 Rev. 7114W I kd BUILDING PLANCHECK CHECKLIST 1ST 2ND 3RD fl 0 0 7d .No Grading Permit required. 0 7e. If grading is not required, write "No Grading" on plot plan. MISCELLANEOUS PERMITS 0 0 0 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: 0 0 El 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: 0 0 0 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 pollutantsto 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. M/0 0 11. U pequired fees are attached No fees required WATER METER REVIEW El 0 0 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. FBUILDING PLANcHECIC CKLST FORM.doc 5 Rev. 7114100 BUILDING PLANCHECK CHECKLIST 1ST 2ND 3RD 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). O U U 12b. . Irrigation Use (where recycled water is not available) All irrigation meters must be sized via irrigation calculations (in gpm) prior to approval. The developer must provide these calculations. Please follow these guidelines: If the project is a newer development (newer than 1998), check the recent improvement plans and observe if the new irrigation service is reflected on the improvement sheets. If so, at the water meter station, the demand in gpm may be listed there. Irrigation services are listed with a circled "I", and potable water is typically a circled "W". The irrigation service should look like: __J ..-. STA 1+00 Install 2" service and 1.5: meter (estimated 100 gpm) If the improvement plans do not list the irrigation meter and the service/meter will be installed via another instrument such as the building plans or grading plans (wl 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 3. In general, all major sloped areas of a subdivision/project are to be irrigated via separate irrigation meters (unless the project is only SF0 with no HOA). As long as the project is located within the City recycled water F:BUILDING PLANcHECK CKLST FORM.doc Rev. 7114100 BUILDING PLANCHECK CHECKLIST 1ST 2ND 3RD service boundary, the City intends on switching these irrigation services/meters to a new recycled water line in the future. n 0 o 12c. Irrigation Use (where recycled water is available) Recycled water meters are sized the same as the irrigation meter above. If a project fronts a street with recycled 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: PAr FBUILDING PI.ANHECK CMST FORM= 7 Rev. 7114100 U J U ic U 0 0 C C C c Q. a. - PLANNING DEPARTMENT \ BUILDING PLAN CHECK REVIEW CHECKLIST 1 2X2I( Plan Check}I Address 2V?c 452 ________ Planner _ Phone(760)602- L.-C.-_____ APN: J Type of Project & Use: Zoning:- Genera fPlan' _______________ Net Project Density: DU/AC FaiIities Management Zone: CFD (in/out) #_Date of participation: Remaining net dev acres:______ (For non-residential development: Type of land used created by this Circle One permit: ) Legend: Item Complete ' Item Incomplete - Needs your action Environmental Review Required: YES ____ NO ____ TYPE DATE OF COMPLETION: Compliance with conditions of approval? If not, state conditions which require action. Conditions of Approval: Discretionary Action Required: YES ____ NO ____ TYPE APPROVALJRESO. NO. DATE PROJECT NO. OTHER RELATED CASES: Compliance with conditions or approval? If not, state conditions which require action. Conditions of Approval:__________________________________________________________ 0 0 Coastal Zone Assessment/Compliance t Project site located in Coastal Zone? YES____ NO____ CA Coastal Commission Authority? YES____ NO____ If California Coastal Commission Authority: Contact them at — 7575 Metropolitan Drive, Suite 103, San Diego CA 92108-4402; (619) 767-2370 Determine status (Coastal Permit Required or Exempt): Coastal Permit Determination Form already completed? YES NO____ If NO, complete Coastal Permit Determination Form now. Coastal Permit Determination Log #: Follow-Up Actions: Stamp Building Plans as "Exempt" or "Coastal Permit Required" (at minimum Floor Plans). Complete Coastal Permit Determination Log as needed. 0 0 Inclusionary Housing Fee required: YES NO (Effective date of loclusionary Housing Ordinance - May 21,) 993.) 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: H:\ADMlNACOUNTERBIdgPInchkRevChkIst Rev 9/01 El El 1. Provide a fully dimensional site plan drawn to scale. 'Show: North arrow, property lines, easements, existing and proposed structures, streets, existing Street improvements, right-of-way width, dimensional setbacks and existing topographical lines (including all side and rear yard slopes). El El 2. Provide 1egal description of property and assessor's parcel number. Policy 44— Neighborhood Architectural Design Guidelines iui• ... Applicability: YES NO________ Project complies YES NO________ Zoning: Setbacks: Front:. Required Shown Interior Side; Required Shown Street Side: Required Shown Rear: Required Shown Top of slope: Required ____Shown Accessory structure setbacks: Front: Required Shown Interior Side: Required Shown Street Side: . Required Shown Rear: Required Shown Structure separation: Required ________________ Shown Lot Coverage: Required Shown - Height: Required Shown Parking: Spaces Required Shown OK TO ISSUE AND, ENTERED APPROVAL INTO COMPUTER. ATE Rev 9/01 H:ADMlN\COUNTER\BIdgPInchkRevChktst I Tools required O Hammer O Phillips Screwdriver O Level O Tape Measure O Pencil L3 Ladder Optional tools O Electric Drill WI #2 Phillips T O Chalk Line El Square O Nail Pouch Visit us on the Web at: www.HandyHome.com 1 'a Revision: 6-06-03 HAND Y Run: ffij HOME __ Y'_ PRODUCTS" It's Easy... It's Handy Mackinaw Timber Building 6400 East 11 Mile Road Warren, MI 48091-4101 12'x 8', x 12', x 16', X 20' Toll-Free 1-800-437-0784 $ First... Read these instructions thoroughly before you begin assembly. Assembly is easiest if you follow the steps in the order shown. In a drawing, a dotted line represents a part hidden from view (like a part under a pane!). Lumber is graded from only one side. Check the part for the most attractive face and make sure to face it to the outside. Check all parts Compare the parts you have to the list on page 2. If a part is missing, circle the part in question in parts list and call us toll-free at 1-800437-0784. Assistance required We recommend that you assemble this building on level ground, in the location it will be used. Assistance is necessary to handle, fit, and secure some components. Two people are needed for some steps. Squareness is very Important! Keeping all 900 corners and 900 perpendiculars square throughout the assembly of this building will make each succeeding step easier and is necessary to assure that all components fit together properly. Check local zoning Before starting construction, check with your local building code official for any required permits, variances, etc. Always wear OSHA-APPROVED safety glasses throughout the assembly process #16625 Shown 12'x 20' Mackinaw with Supplies required O 3 Tubes of Caulk (Not Supplied with Kit) and Optional Porch (not Included) C30____ %--1 v vvOv ce I I' 1 1" Qc)cy. uv (5oAi'p) L Fihi5,VA e W fvowiAe ' miKf ocVe aY'.Q o 2 0/0 1 Sw4\. S' otw&3 14. Svc1- tri\tih \O' LI! O€i\s 2 It 2 Pkt ouers (5/ .1 E 0L1 0. "xi"x 3/lb" N a ckanckur Wit - - J fhswu TREA160SILL PLME SAw%) ///• 2. SLA ETAiL Ir AN(o ,3 B OLTS -) 7- E\JU' l'-O" 0 C. (el-reo fay %e oIt evn,) "8 ?Ih 2 b01 '' fC€ F.3: CNC LAMOIAT Vvi, L4 V,) 0 n L 77. (1425 S te Crc)e / El Ca.%'IiO Me.c' Uii 3 L0 u3) Loca lot, , 9b'ope4'p Pk"'3 o VAC)tAVe_ to T"s ,ro q.c)c cot çhe k* 4?- 2-0W Coà.. (Tkk 8 APJ y ED No v,200 T. iecYt 0wL1ev S rk. GQ.w44sov 242S S4 C i rcle C4- c\2OO i-t.'• txwlMA@ E. D Es9JCI-j 5- S -O3 712€ T2 .A fv? 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