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HomeMy WebLinkAbout2702 SOCORRO LN; ; CB031381; Permit1)7-08-2003 Job Address Permit Type Parcel No Valuation Occupancy Group # Dwelling Units Bedrooms Project Title City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 Residential Permit Permit No CB031381 Building Inspection Request Line (760) 602-2725 2702 SOCORRO LN CBAD RESDNTL Sub Type 2155431100 Lot# $21,21800 Construction Type Reference # 0 Structure Type 0 Bathrooms MOSS RES-206 SF FAM RM ADDITIO RAD 0 VN Status Applied Entered By Plan Approved Issued Inspect Area Orig PC# Plan Check# ISSUED 05/12/2003 RMA 07/08/2003 07/08/2003 Applicant JACK JAMES SMITH 3454 CIRCULO ADORNO 92009 760632-9110 Owner MOSS STEPHEN W 2702 SOCORRO LN CARLSBAD CA 92009 Building Permit Add'l Building Permit Fee Plan Check Add'l Plan Check Fee Plan Check Discount Strong Motion Fee Park in Lieu Fee Park Fee LFM Fee Bridge Fee Other Bridge Fee BTD #2 Fee BTD #3 Fee Renewal Fee Add'l Renewal Fee Other Building Fee Pot Water Con Fee Meter Size Add'l Pot Water Con Fee Reel Water Con Fee $19209 Meter Size $0 00 Add'l Reel Water Con Fee $12486 Meter Fee $0 00 SDCWA Fee $0 00 CFD Payoff Fee $212 PFF $0 00 PFF (CFD Fund) $0 00 License Tax $0 00 License Tax (CFD Fund) $0 00 Traffic Impact Fee $0 00 Traffic Impact (CFD Fund) $0 00 Sidewalk Fee $0 00 PLUMBING TOTAL $0 00 ELECTRICAL TOTAL $0 00 MECHANICAL TOTAL $0 00 Housing Impact Fee $0 00 Housing InLieu Fee Housing Credit Fee $0 00 Master Drainage Fee $0 00 Sewer Fee Additional Fees TOTAL PERMIT FEES $000 $000 $000 $000 $000 $000 $000 $000 $000 $000 $000 $000 $2000 $2400 $000 $000 $000 $000 $000 $000 $363 07 Total Fees $363 07 Total Payments To Date $12486 Balance Due $238 21 9090 07/08/03 0002 01 02 CGR 238-21 Inspector Jkv.Clearance NOTICE Please take NOTICE that approval of your project includes the 'Imposition" of fees, dedications, reservations, or other exactions hereafter collectively referred to as "fees/exactions" You have 90 days from the date this permit was issued to protest imposition of these fees/exactions If you protest them, you must follow the protest procedures set forth in Government Code Section 66020(a), and file the protest and any other required information with the City Manager for processing in accordance with Carlsbad Municipal Code Section 3 32 030 Failure to timely follow that procedure will bar any subsequent legal action to attack, review, set aside, void, or annul their imposition You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capacity changes, nor planning, zoning, grading or other similar application processing or service fees in connection with this project NOR DOES IT APPLY to any fees/exactions of which you have previously been given a NOTICE similar to this, or as to which the statute of limitations has previously otherwise expired •oro PERMIT APPLICATION CITY OF CARLSBAD BUILDING DEPARTMENT 1635 Faraday Ave , Carlsbad, CA 92008 1. PROJECT INFORMATION , - o L-r\. FOR OFFICE USE ONLY PLAN CHECt EST VAL Plan Ck Deposit Validate' Date Address (include Bldg/Suite #)Business Name (at this addr4|fct4 05/13/03 0002 31 32 Legal Description Lot No Subdivision Name/Number Unit No Phase No Total # of units Assessor's Parcel #Existing Use Proposed Use Description of Work 2. eONfAeliiiWbNPMH SQ FT #of Stories # of Bedrooms # of Bathrooms Name Address 'I APPLICANT ijjfCaritractor, : 0 Agent f,or Contractor Q Ovimer City or Owner State/Zip Telephone #Fax* Name 4. Address —£L^ Address City State/Zip Telephone # 3h:: .. .. ••:-::-Ji"iiiW;:;-. :-?h:,.:..... Name City State/Zip Telephone # (Sec 7031 5 Business and Professions Code Any City or County which requires a permit to construct, alter, improve, demolish or repair any structure, prior to its issuance, also requires the applicant for such permit to file a signed statement that he is licensed pursuant to the provisions of the Contractor's License Law [Chapter 9, commending with Section 7000 of Division 3 of the Business and Professions Code] or that he is exempt therefrom, and the basis for the alleged exemption Any violation of Section 7031 5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars [$500]) kA»roe .CioUW'vA . ^^ *aoc^ 70.0 Name State License # 0<r 7 A C j Address i License Class O i H/S- . G«J City State/Zip O , City Business License ft Telephone # ^****.Designer Name State License # 6. WORKERSKGOMPENSATI Address ON i,:i:..'#- .• v City State/Zip Telephone Workers' Compensation Declaration I hereby affirm under penalty of perjury one of the following declarations n I have and will maintain a certificate of consent to self-insure for workers' compensation as provided by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued l~l 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 [$100] OR LESS) [JjXcERTIFICATE OF EXEMPTION I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the Workers' Compensation Laws of California WARNING Failure to secure workelo'Vompensation coverage is unlawful and shall subject an employer to criminal penalties and civil fines up to one hundred thousand dollars (6100 OOQJ irradditioiutp the costjjf compensation damages as provided for in Section 3706 of theyLabor code, interest and attorney s fees SIGNATURE•"=—rX ~^x-y\ *>CS^-. .^S^.^.^ DATE 7. OWNER-BUILT^ DECLARATr^N ~~ • ^.'.:~ ~T~ " ,=., ' ,1,-. • - I hereby affirm that I am exempt from the Contractor's License Law for the following reason n I, as owner of the property or my employees with wages as their sole compensation, will do the work and the structure is not intended or offered for sale (Sec 7044, Business and Professions Code The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or through his own employees, provided that such improvements are not intended or offered for sale If, however, the building or improvement is sold within one year of completion, the owner-builder will have the burden of proving that he did not build or improve for the purpose of sale) n I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec 7044, Business and Professions Code The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and contracts for such projects with contractor(s) licensed pursuant to the Contractor's License Law) l~) I am exempt under Section Business and Professions Code for this reason 1 I personally plan to provide the major labor and materials for construction of the proposed property improvement l~l YES QNO 2 I (have / have not) signed an application for a building permit for the proposed work 3 I have contracted with the following person (firm) to provide the proposed construction (include name / address / phone number / contractors license number) 4 I plan to provide portions of the work, but I have hired the following person to coordinate, supervise and provide the major work (include name / address / phone number / contractors license number) 5 I will provide some of the work, but I have contracted (hired) the following persons to provide the work indicated (include name / address / phone number / type of work) PROPERTY OWNER SIGNATURE DATE COMPLEreiTHISiSECTIONFOH/WW^ *t "*f : Is the applicant or future building occupant required to submit a business plan, acutely hazardous materials registration form or risk management and prevention program under Sections 25505, 25533 or 25534 of the Presley-Tanner Hazardous Substance Account Act? D YES Q NO Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? Q YES D NO Is the facility to be constructed within 1 ,000 feet of the outer boundary of a school site? Q YES Q NO IF ANY OF THE ANSWERS ARE YES, A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED UNLESS THE APPLICANT HAS MET OR IS MEETING THE REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT 8, CdNSTBUCnOHttENDING AGENCY ', I hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued (Sec 30970) Civil Code) LENDER'S NAME _ LENDER'S ADDRESS 9, APPLICANWCERTIFICATION •,.,-• . ..... : • -... ..... .•;;.. ..: ..... ;i: , .,..,.. I certify that I have read the application and state that the above information is correct and that the information on the plans is accurate I agree to comply with all City ordinances and State laws relating to building construction I hereby authorize representatives of the City 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 und authorized by such permit is oal^commenced yritbm 180 days f at any time after the work is 4prffl|iencedjor \ pe\iod of 180 day APPLICANT'S SIGNATURE. he provisions of this Code shall expire by limitation and become null and void if the building or work j date of such permit or if the building or work authorized by such permit is suspended or abandoned on 106 4 4 Uniform Building Code) DATE /Z.-I- WHITE File YELLOW Applicant PINK Finance City of Carlsbad Bldg Inspection Request For 10/08/2003 Permit* CB031381 Title MOSS RES-206 SF FAM RM ADDITIO Description Inspector Assignment JM 2702 SOCORRO LN Lot Type RESDNTL Sub Type RAD Job Address Suite Location APPLICANT JACK JAMES SMITH Owner MOSS STEPHEN W Remarks Phone 7606329110 Inspector Total Time CD Description 19 Final Structural Requested By JACK Entered By CHRISTINE At Comment Associated PCRs/CVs Inspection History Date Description Act Insp 08/25/2003 14 Frame/Steel/Bolting/Weldmg AP JM 08/25/2003 16 Insulation AP JM 08/25/2003 17 Interior Lath/Drywall WC JM 08/21/2003 14 Frame/Steel/Boltmg/Welding NR JM 08/21/2003 18 Exterior Lath/Drywall WC JM 08/15/2003 13 Shear Panels/HD's AP JM 08/15/2003 14 Frame/Steel/Bolting/Weldmg WC JM 08/07/2003 14 Frame/Steel/Bolting/Welding WC RB 08/07/2003 15 Roof/Reroof AP RB 07/24/2003 11 Ftg/Foundation/Piers AP JM Comments OK TO DRYWALL NAIL OFF EXT LATH OK TO WRAP VERIFY SQ ANCHOR BOLT WASHERS @ FRAME OK TO POUR FOUNDATION - 2FT HIGH RETAIN WALL NO INSPECTIONS REQ EsGil Corporation In (PartnersHip with government for (Building Safety DATE May 21, 2003 a APPLICANT JURIST JURISDICTION Carlsbad a FILE PLAN CHECK NO 03-1381 SET I PROJECT ADDRESS 27O2 Socorro Place PROJECT NAME Moss Addition I I The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck The check list transmitted herewith is for your information The plans are being held at Esgil Corporation until corrected plans are submitted for recheck The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person The applicant's copy of the check list has been sent to Jack Smith LO ADOe/vJO C/VtLS&A'O, CA 9-200°, 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 Jack Smith Telephone # 760 632 9110 Date contacted 5J2-I/03 (by p- ) Fax #• Mail < — Telephone-^ Fax In Person REMARKS By Bryan Zuppiger Enclosures Esgil Corporation D GA D MB D EJ D PC 5/15/03 tmsmtldot 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 * (858)560-1468 * Fax (858) 560-1576 Carlsbad O3-1381 May 21, 20O3 PLAN REVIEW CORRECTION LIST SINGLE FAMILY DWELLINGS AND DUPLEXES PLAN CHECK NO O3-1381 JURISDICTION Carlsbad PROJECT ADDRESS 27O2 Socorro Place FLOOR AREA 2059' REMARKS DATE PLANS RECEIVED BY JURISDICTION DATE INITIAL PLAN REVIEW COMPLETED May 21, 2OO3 STORIES 1 HEIGHT 11.25' at east elev. page DATE PLANS RECEIVED BY ESGIL CORPORATION 5/15/03 PLAN REVIEWER Bryan Zuppiger 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. Carlsbad 03-1381 May 21, 2003 • PLANS 1 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 a) Deliver all corrected sets of plans and calculations/reports directly to the City of Carlsbad Building Department, 1635 Faraday Ave , Carlsbad, CA 92008, and (760) 602-2700 The City will route the plans to EsGil Corporation and the Carlsbad Planning, Engineering and Fire Departments b) Bring one corrected set of plans and calculations/reports to EsGil Corporation, 9320 Chesapeake Drive, Suite 208, San Diego, CA 92123, and (858) 560-1468 Deliver all remaining sets of plans and calculations/reports directly to the City of Carlsbad Building Department for routing to their Planning, Engineering and Fire Departments NOTE Plans that are submitted directly to EsGil Corporation only will not be reviewed by the City Planning, Engineering and Fire Departments until review by EsGil Corporation is complete 2 The person responsible for their preparation must sign all final sheets of plans (California Business and Professions Code) 3 Final plans, specifications and calculations for designs deviating from conventional wood frame construction shall be signed and sealed by the engineer or architect licensed by the State of California who is responsible for their preparation Specify expiration date of license (California Business and Professions Code) 4 On the cover sheet of the plans, specify any items requiring special inspection, in a format similar to that shown below Section 106 3 2 • REQUIRED SPECIAL INSPECTIONS In addition to the regular inspections, the following checked items will also require Special Inspection in accordance with Sec 1701 of the Uniform Building Code ITEM REQUIRED? REMARKS • EXPANSION/EPOXY ANCHORS • DESIGNER-SPECIFIED • OTHER 5 When special inspection is required, the architect or engineer of record shall prepare an inspection program which shall be submitted to the building official for approval prior to issuance of the building permit Please review Section 106 3 5 Please complete the attached form Carlsbad 03-1381 May 21, 2003 • FIRE PROTECTION 6 When the valuation of a room addition or repair exceeds $1,000, or when sleeping rooms are created, show locations of permanently wired smoke detectors with battery backup in the new and existing construction or provide a note on the plans to this effect, except that smoke detectors added at existing construction need only be battery powered Section 310 9 1 2 a) Inside each bedroom b) Centrally located in corridor or area giving access to sleeping rooms c) On each story d) In the basement, if part of the dwelling unit e) When sleeping rooms are upstairs, at the upper level in close proximity to the stair f) In rooms adjacent to hallways serving bedrooms, when such rooms have a ceiling height 24 inches or more above the ceiling height in the hallway NOTE Detectors shall sound an alarm audible in all sleeping areas of the unit Section 3109 1 • GENERAL RESIDENTIAL REQUIREMENTS 7 Glazing in the following locations should be of safety glazing material in accordance with Section 2406 4 (see exceptions) a) Fixed and sliding panels of sliding door assemblies and panels in swinging doors other than wardrobe doors b) Fixed or operable panels adjacent to a door where the nearest exposed edge of the glazing is within a 24-inch arc of either vertical edge of the door in a closed position • EXITS, STAIRWAYS, AND RAILINGS 8 An exterior door may open at a landing that is not more than 8" lower than the floor level, provided the door does not swing over the landing If the door swings out a maximum of 1" change of elevation shall be maintained Section 100331 6 • ROOFING 9. Specify on the plans the following information for the roof matenals, per Section 10633 a) Manufacturer's name b) Product name/number c) ICBO approval number, or equal 10 Specify roof slope Carlsbad 03-1381 May 21, 2O03 11 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 12 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 13 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 1505 3 • FOUNDATION REQUIREMENTS 14 The following footing requirements shall apply in Seismic Zones 3 and 4, per Section 18067 a) 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 monohthically with a footing may have one No 5 bar located at either the top or bottom 15 Show foundation sills to be pressure treated, or equal Section 2306 4 16 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 17 The following anchor bolt requirements shall apply in Seismic Zones 3 and 4, per Section 18066 1 a) 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") b) Plate washers (minimum size of 2" x 2" x 3/16") shall be used on each anchor bolt 18 Specify size, I C B O number and manufacturer of power driven pins, expansion anchors or epoxy anchors Show edge and end distances and spacing Section 10633 19. If required, show size, embedment and location of hold down anchors on foundation plan Section 106 3 3 20 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 Carlsbad O3-1381 May 21, 2OO3 • FRAMING 21 Detail all post-to-beam and post-to-footing connections and reference the detail to the plan Section 2314 22 Provide calculations for the ridge Section 106 3 3 23 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 b) Any braced wall panel required by Section 2320 11 3 may be replaced by an alternate braced wall panel UBC Section 2320 11 4 For alternate braced wall panels in one story buildings, show compliance with the following on the plans i) Minimum braced panel length is 2'-8" in width and a maximum height of 10'-0" n) Each braced wall panel is sheathed on at least one face with 3/8" plywood sheathing nailed with 8d common or galvanized box nails per 23-II-B-1 and blocked at all plywood edges in) A minimum of two anchor bolts installed in accordance with Section 1806 6 between hold down devices iv) An approved hold down device fastened to the foundation and capable of providing an uplift capacity of not less than 1,800 pounds is provided at each panel end v) The foundation that supports the braced panels is continuous across the entire length of the braced wall line and reinforced with a minimum of one # 4 bar top and bottom 24. Specify nail size and spacing for all braced walls and roof diaphragms Indicate required blocking Maintain maximum diaphragm dimension ratios Sections 2315 and 2513 Specify plywood and/or particle board thickness, grade and panel span rating Table 23-II-E-1 25 In open beam construction, provide strap ties across the beams at the ridge support Section 2303 8 Carlsbad O3-1381 May 21, 2O03 • MECHANICAL (UNIFORM MECHANICAL CODE) 26 Every habitable room within a 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 31011 • ELECTRICAL (NATIONAL ELECTRICAL CODE) 27 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 28 Show on the plans that receptacle outlet locations will comply with NEC Art 210-52(a) 29 For a single-family dwelling unit, show that at least one receptacle outlet accessible at grade level will be installed NEC Art 210-52 (e) This receptacle must be GFCI protected • ENERGY CONSERVATION 30 Provide plans, calculations and worksheets to show compliance with current energy standards 31 The regulations require a properly completed and properly signed Form CF-1R to be either imprinted on the plans, taped to the plans or "sticky backed" on the plans, to allow the building inspector to readily compare the actual construction with the requirements of the approved energy design 32 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 " 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 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 Bryan Zuppiger at Esgil Corporation Thank you Carlsbad O3-1381 May 21, 2OO3 SPECIAL INSPECTION PROGRAM ADDRESS OR LEGAL DESCRIPTION: PLAN CHECK NUMBER OWNER'S NAME I, as the owner, or agent of the owner (contractors may not employ the special inspector), certify that I, or the architect/engineer of record, will be responsible for employing the special mspector(s) as required by Uniform Building Code (UBC) Section 1701 1 for the construction project located at the site listed above UBC Section 106 3 5 Signed I, as the engineer/architect of record, certify that I have prepared the following special inspection program as required by UBC Section 106 3 5 for the construction project located at the site listed above Engineer's/Architect s Seal & Signature Here Signed 1. List of work requiring special inspection: D Expansion/Epoxy Anchors D Designer Specified D Other 2. Name(s) of individual(s) or firm(s) responsible for the special inspections listed above: A. B. C. 3. Duties of the special inspectors for the work listed above1 A. B. C. Special inspectors shall check in with the City and present their credentials for approval pnor to beginning work on the job site Carlsbad O3-1381 May 21, 2003 VALUATION AND PLAN CHECK FEE JURISDICTION Carlsbad PREPARED BY Bryan Zuppiger BUILDING ADDRESS 27O2 Socorro Place BUILDING OCCUPANCY R3 PLAN CHECK NO O3-1381 DATE May 21, 2OO3 TYPE OF CONSTRUCTION VN BUILDING PORTION dwelling add Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code AREA (Sq Ft) 206 cb Valuation Multiplier City Estimate By Ordinance Reg Mod VALUE ($) 21,218 21,218 Bldg Permit Fee by Ordinance Plan Check Fee by Ordinance Type of Review D Repetitive Fee ~ ' Repeats Complete Review D Other •—I Hourly Structural Only Hour* Esgil Plan Review Fee $19209 $12486 $107.57 Comments Sheet of macvalue doc a AEELJCANT JURIS. a~PLAN~REVIEWER a FILE EsGii Corporation In (Partnership -with government for <Buififing Safety DATE June 26, 2003 JURISDICTION Carlsbad PLAN CHECK NO 03-1381 SET II PROJECT ADDRESS 2702 Socorro Place PROJECT NAME Moss Addition The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified in the attached list are resolved and checked by building department staff The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck The check list transmitted herewith is for your information The plans are being held at Esgil Corporation until corrected plans are submitted for recheck The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person The applicant's copy of the check list has been sent to • Esgil Corporation staff did not advise the applicant that the plan check has been completed I I Esgil Corporation staff did advise the applicant that the plan check has been completed Telephone #Person contacted Date contacted Mail Telephone REMARKS (by ) Fax In Person By Bryan Zuppiger Esgil Corporation D GA tH MB D EJ PC 6/18/03 Fax #. Enclosures tmsmtl dot 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858)560-1468 4 Fax (858) 560-1576 Carlsbad O3-1381 June 26, 2OO3 OK to issue with the following; 1 The person responsible for their preparation must sign all final sheets of plans (California Business and Professions Code) 2 Show on the plan that all 125-volt, single-phase, 15- and 20- ampere receptacles installed at outdoors comply with the ground-fault circuit-interrupter protection specified in NEC Art 210-8 D PLANNING DEPARTMENT BUILDING PLAN CHECK REVIEW CHECKLIST Plan Check No C Planner Chris Sexton Address Q.703L Phone (760) 602-4624 Type of Project & Use 3P Zoning P~C^ General Plan CFD (in/out) #_Date of participation. . Net Project Density <3- 3-^ DU/AC Facilities Management Zone (p Remaining net dev acres. Circle One (For non-residential development Type of land used created by this permit ) Legend: (2 Item Complete Q Item Incomplete - Needs your action Environmental Review Required: YES NO \r TYPE DATE OF COMPLETION Compliance with conditions of approval7 If not, state conditions which require action Conditions of Approval Discretionary Action Required: APPROVAL/RESO NO PROJECT NO YES _ NO DATE TYPE . OTHER RELATED CASES Compliance with conditions or approval? If not, state conditions which require action Conditions of Approval D Coastal Zone Assessment/Compliance Project site located in Coastal Zone' YES. CA Coastal Commission Authority7 YES_ If California Coastal Commission Authority NO r NO 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 completed7 YES NO If NO, complete Coastal Permit Determination Form now Coastal Permit Determination Log # Follow-Up Actions: 1) Stamp Building Plans as "Exempt" or "Coastal Permit Required" (at minimum Floor Plans) 2) Complete Coastal Permit Determination Log as needed Inclusionary Housing Fee required: YES NO Y (Effective date of Inclusionary Housing Ordinance - May 21,1993) Data Entry Completed7 YES NO (A/P/Ds, Activity Maintenance, enter CB#, toolbar, Screens, Housing Fees, Construct Housing Y/N, Enter Fee, UPDATE!) Site Plan: H \ADMIN\COUNTER\BldgPlnchkRevChklst Rev 9/01 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) 2 Provide legal description of property and assessor's parcel number D D D &nri 0^00 nan Policy 44 - Neighborhood Architectural Design Guidelines 1 Applicability YES _ NO 2 Project complies YES Zoning: 1 Setbacks Front Interior Side Street Side Rear Top of slope 2 Accessory structure sett Front- Interior Side Street Side Rear. Structure separation 3 Lot Coverage 4 Height NO Required <3 O ' Required f^' Required Required )O> Required tacks. Required Required it s Required '^ / Required ^^ P\ Requireq1^^ Required ^"C/ /& *£. ^2.7*> (Required OL/ Shown ' 3- Shown c?' Shown Shown c3&' Shown Shown ^ Shown ^^ Shown /j / Shown <v^/ S^ Shown ^^"H Shown ^ HU '° j ^/^/ Shown ^^-J Spaces Required.Shown5 Parking (breakdown by uses for commercial and industrial projects required) Residential Guest Spaces Required Shown Additional Comments OK TO ISSUE AND ENTERED APPROVAL INTO COMPUTER H \ADMIN\COUNTER\BldgPlnchkRevChklst Rev 9/01 City of Carlsbad Public Works - Engineering DATE BUILDING ADDRESS ^__ PROJECT DESCRIPTION ASSESSOR'S PARCEL NUMBER BUILDING PLANCHECK CHECKLIST PLANCHECK NO CB 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 [A Right-of-Way permit is required prior to construction of the following improvements EST VALUE DENIAL , "U f Please &ee/tf\el attached report of deficiencies marked witn D Jflake necessary corrections to plans or spectticaMJns for compliance with applicable codes and standards Submit corrected plans and/or specifications to IMsoftice for review Date Date Date By By /L By FOR OFFICIAL USE ONLY ENGINEERING AUTHORIZATION TO ISSUE BUILDING PERMIT Date tM ATTACHMENTS — Dedication Application i- Dedication Checklist D Improvement Application D Improvement Checklist LJ Future Improvement Agreement _! Grading Permit Application LJ Grading Submittal Checklist Li Right-of-Way Permit Application n Right-of-Way Permit Submittal Checklist ~" and Information Sheet ^ Sewer Fee Information Sheet ENGINEERING DEPT CONTACT PERSON Name KATHLEEN M FARMER City of Carlsbad Address 1635 Faraday Avenue, Carlsbad, CA 92008 Phone (760) 602-2741 CFD INFORMATION Parcel Map No Lots Recordation Carlsbad Tract A-4 CA 9200S|-7314 • (760) 602-2720 • FAX (760) 602*85©® BUILDING PLANCHECK CHECKLIST SITE PLAN RD 1 Provide a fully dimensioned site plan drawn to scale Show Arrow & Proposed Structures ^ Existing Street Improvements (jiT) Property Lines E Easements 2 Show on site plan Right-of-Way Width & Adjacent Streets ^J3 — Driveway widths H Existing or proposed sewer lateral I Existing or proposed water service J Existing or proposed irrigation service ^~ ^^-A—-Drainage <^ 1 Buildm B C Patterns Building pad surface drainage must maintain a minimum slope of one percent towards an adjoining street or an approved drainage course 2 ADD THE FOLLOWING NOTE "Finish grade will provide a minimum positive drainage of 2% to swale 5' away from building " Existing & 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 n£ A Site address — » B Assessor's Parcel Number C Legal Description 7, <^" For commercial/industrial buildings and tenant improvement projects, include total building square footage with the square footage for each different use, existing sewer permits showing square footage of different uses (manufacturing, warehouse, office, etc ) previously approved EXISTING PERMIT NUMBER DESCRIPTION H \WORD\DOCS\CHKLST\Bukllng Plandw* CHst Fwm (Genertc).doc BUILDING PLANCHECK CHECKLIST 1ST 2ND 3rd DISCRETIONARY APPROVAL COMPLIANCE D L~H D 4a Project does not comply with the following Engineering Conditions of approval for Project No D D 4b All conditions are in compliance Date DEDICATION REQUIREMENTS D D 5 Dedication for all street Rights-of-Way adjacent to the building site and any storm dram 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 1/z" 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 D D 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 1840040 Public improvements required as follows Attached please find an application form and submittal checklist for the public improvement requirements A registered Civil Engineer must prepare the appropriate improvement plans and submit them together with the requirements on the attached checklist to the Engineering Department through a separate plan check process The completed application form and the requirements on the H \WORD\DOCS\CHKLST\BuiUiii8 Planoheck Cklsl Form (RIDDLE HARVEY 7 12 00) doc BUILDING PLANCHECK CHECKLIST oRD 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 ED CD CD 6b Construction of the public improvements may be deferred pursuant to Carlsbad Municipal Code Section 1840 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 Future Improvement Agreement This agreement must be signed, notarized and approved by the City prior to issuance of a Building permit Future public improvements required as follows CD 6c Enclosed please find your Future Improvement Agreement Please return agreement signed and notarized to the Engineering Department Future Improvement Agreement completed by Date D 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 The conditions that invoke the need for a grading permit are found in Section 11 06 030 of the Municipal Code CD CD CD 7a Inadequate information available on Site Plan to make a determination on grading requirements Include accurate grading quantities (cut, fill import, export) n D 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 D 7c Graded Pad Certification required (Note Pad certification may be required even if a grading permit is not required ) H \WORD\DOCS\CHKLST\Buildin« Plancheck CMst Form (GENERIC 7 14-00) doc BUILDING PLANCHECK CHECKLIST -|ST D D 3RD D D D D D 7d No Grading Permit required 7e If grading is not required, write "No Grading" on plot plan MISCELLANEOUS PERMITS 8 A RIGHT-OF-WAY PERMIT is required to do work in City Right-of-Way and/or private work adjacent to the public Right-of-Way Types of work include, but are not limited to street improvements, tree trimming, driveway construction, tying into public storm dram, sewer and water utilities Right-of-Way permit required for _ D D D D D D D D D D D 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 Cammo 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- 11 10 NPDES PERMIT Complies with the City's requirements of the National Pollutant Discharge Elimination System (NPDES) permit The applicant shall provide best management practices to reduce surface pollutants to an acceptable level pnor 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 Q ^quired fees are attached No fees required WATER METER REVIEW 12a Domestic (potable) Use Ensure that the meter proposed by the owner/developer is not oversized Oversized meters are inaccurate during low-flow conditions If it is oversized, for the life of the meter, the City will not accurately bill the owner for the water used. • All single family dwelling units received "standard" 1" service with 5/8" service H \WORD\DOCS\CHKLST\Bu»dino Plancheck CUst Fotm (G«neric) doc 1ST ->ND 3RD D D 12b BUILDING PLANCHECK CHECKLIST • 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) Irrigation Use (where recycled water is not available) All irrigation meters must be sized via irrigation calculations (in gpm) prior to approval The developer must provide these calculations Please follow these guidelines 1 If the project is a newer development (newer than 1998), check the recent improvement plans and observe if the new irrigation service is reflected on the improvement sheets If so, at the water meter station, the demand in gpm may be listed there Irrigation services are listed with a circled "I", and potable water is typically a circled "W" The irrigation service should look like STA 1+00 Install 2" service and 5 meter (estimated 100 gpm) If the improvement plans do not list the irrigation meter and the service/meter will be installed via another instrument such as the building plans or grading plans (w/ a right of way permit of course), then the applicant must provide irrigation calculations for estimated worst-case irrigation demand (largest zone with the farthest reach) Typically, Larry Black has already reviewed this if landscape plans have been prepared, but the applicant must provide the calculations to you for your use Once you have received a good example of irrigation calculations, keep a set for your reference. In general the calculations will include Hydraulic grade line Elevation at point of connection (POC) Pressure at POC in pounds per square inch (PSI) Worse case zone (largest, farthest away from valve Total Sprinkler heads listed (with gpm use per head) Include a 10% residual pressure at point of connection 3 In general, all major sloped areas of a subdivision/project are to be irrigated via separate irrigation meters (unless the project is only SFD with no HOA) As long as the project is located within the City recycled water H \WORD\DOCS\CHKLST\BuMmg Plancfcack CUM Forni (Generic) doc BUILDING PLANCHECK CHECKLIST 1 ST 2ND 3RD service boundary, the City intends on switching these irrigation services/meters to a new recycled water line in the future D D [H 12c Irrigation Use (where recycled water is available) 1 Recycled water meters are sized the same as the irrigation meter above 2 If a project fronts a street with recycled water, then they should be connecting to this line to irrigate slopes within the development For subdivisions, this should have been identified, and implemented on the improvement plans Installing recycled water meters is a benefit for the applicant since they are exempt from paying the San Diego County Water Capacity fees However, if they front a street which the recycled water is there, but is not live (sometimes they are charged with potable water until recycled water is available), then the applicant must pay the San Diego Water Capacity Charge If within three years, the recycled water line is charged with recycled water by CMWD, then the applicant can apply for a refund to the San Diego County Water Authority (SDCWA) for a refund However, let the applicant know that we cannot guarantee the refund, and they must deal with the SDCWA for this D D D 13 Additional Comments: HlWORDlEXX^CHKLS'HBuWlnoPlsncheckClilst Form (Getwic) doc -7 Rev 7/14/00 Jack James Smith Construction Residential Family Room Addition Permit Type: RESDNTL Permit No: CB031381 Parcel No: 21554431100 Project Name: Moss Res-206 SF RM Add Plan Review Correction Plan Check No: 03-1381 Project Address: 2702 Socorro Ln. Jurisdiction: Carlsbad, Ca. Lie. # 667203 Jack James Smith Construction 3454 Circulo Adorno Carlsbad, Ca. # 92009 760-632-9110 1 of page 2 SPECIAL NOTES I specification Plan check no. 03-1381 #6. < Fire Protection > a. Inside each bedroom, all living areas, including the new add. will have a smoke alarm. Sec. 310.9.1.2,310.9.1. #7. < General Res. Requirements > a. Safety glazing,on 3- 0 French door.and 4-Ox 5-0 window on west wall only. b. Page 3.4-0x5-0 to be safety glazing. #8. < Exits > a. Door to maintain 1" change of elev. b. Page 3. Door to swing out #9.10.11.12.13. < Roofing > #10. Roof slope 5/12. a. Man. - ManieriHetile #11. Rafter bay's, see page 7. b. P.nJ# -2mscs6169 #12. Eve vents, see page 7. c. Prem.buralite, missionnsn, #13.174" wire mesh on eve casa grande blend. vent 2x4. # 9. Code approvals: complies with all building codes, inculuding but not limited to SBCC1 and SFBC. Fire test: easily passes class A tests to ASTM E108 and UBC standard 16-2. Approximately 6.6 IDS. per piece. Installed weltght per square approximately 600 pounds. # 14.15.16.17.18.19.20. < Foundation > a. Slab on grade will have 2 #4 bar top and bottom. # 15. Foundation sills to be pressure treated. # 16. Page 3,4,5. # 17. Seismic zone 3. b. 2"x 2"x 3/16" washers. #18 none. #19. SttuMO hold down's, 3 on west wall, page 3. SthdIO hold down's, 4 on north wall, page 4. layout for h.d's page 12. SthdIO hold down's, 2 on east wall, of foundation plan. Page 5. # 20. Hold down's must be tied in place before inspection. #21. to 25. <Frameing> # 21. Epc44 all post to beam connections, page's 4 and 6. # 22. Page 4. calculations for ridge. Calcul. for beam, page's 8 to 11. # 23.a.and b. Braced wall panels, page's 3,4 and 5. i) Minimum braced wall panel 2'- 8". 2,west wall, 2,north wall, 1,east wall, ii) Sheet each braced wall panel with 3/8" plywood, 8d common or 8 galvanized nails. Blk. all ply. edges. 10* high ply. for north wall, iii) Minimum of 2 anchor bolts between all hold down's.will be provided. P.2 < Fnmeing cont> iv) HTHD10 at each panel end. 9 total. v) Braced wall panels foundation area, continuous #4 bar top, bottom. # 24. Roof plywood nailing, 8d, 6" edge 12" field.Nailing for braced wall panels, 8d common or gal. box, 6" edge 12" field. Roof sheeting 1/2" plywood, grade CDX, struct LSpan rating 32"-16". # 25. Lsta 24, centered over each 2x10 rafter to paralam. Hm. 9, each rafter to plate. See page 7, detail 7. # 26. < Mechanical > # 26. A supply grille and associated ductwork will be added to the room and connect to the existing Rheem criterion 2 gas furnace, by a lie. heating contractor. #27. to 29. < Electrical > # 27,28,29. See page 12. For compliance to NEC. All work done by a lie. elec. contractor. # 30. to 32. < Energy conservation > # 30, The room add. will have R-30 instated celling and R13 Inalatod walla. The room la 206 sf, and a 6-0 x W> window la being removed in the construction of the new room. The allowable glazing la 20% of 206 sf. plus the removed fenestranon of 30 sf, or a total 71 sf. Three 4-0x5-0 windows are proposed, the one next to door sally glazed, along with a trench door aafty glazed of 10 af. of glazing, or a total of 70 at. Instated windows will be used. The glazing will have a maximum u-factor of 0 76 and solar heat gain coefficient of 040. #31. CF-1R form see page 13,1 of 3. #32. The manafactured windows will have a label attached certified by the NFRC and showing compliance with the energy calculations. In compliance with the city of Carlsbad Ca. and Bryan Zuppigar at Esgil Corporation. Jack James Smith Construction Corp. 3454 Circulo Adomo, Carlsbad, Ca. * 92009 Thank you, for reviewing this project Stephen Moss and I can be contacted at # 760- 632- 9110. We hope we have adressed each item in a proper manner to code. If you have any questions regarding any of the drawings please contact Jack James Smith at the above number. June 14,2003 ll«_. «•*?». •*», f£M= £7 <% : * f AT G *>Q M -i — »IT" t CA* i» i •.)-;f^nt-r—^i^n^^i^^— "> « «^"Tfc^^1 IB *gP^^n*" v ^""" ' I * *" 41 ,*~ - • '. * * •ptf>\ rftM-*si o o n f } *: / ^~ "• '$ f (f -? 0 • . -o /./AC €_ r. o (A -o A « ^ (*> IE rr 19 ENGINEERJN6 SUN Structural Engineering, Inc. Consulting Structural Engineers 2525 Pio Pico Dr Suite 102 Carlsbad, CA 92008 Tel 760-434-7928 Fax 760-434-7928 Structural Calculations Moss Addition Ridge Beam P.I LI Moss Addition SUN Structural Engineering, Inc. Date 05/2003 Consulting Structural Engineers gy Q. Sun Sht-2 LOADING; ROOF TTT t?<2 1 0 At 1 i.JL/Jwi3 -.—-.—•.«••.-«••••-.-»»-•——-—•**'"•»*•••— •-*«•••»»••»—"«•••••"—•- —•»— 1 A«\/ 1/2" PLYWOOD ------------------------------------------------------------- 1 .5 PSF 2x 10 ROOF RAFTERS® 16" O.C ------------------------------------ 3.0 PSF V)n GYP BOARD _______________________________________________________ 2 5 PSF/z VJ * * • 1^V/JTJ.\JL/ ^—— •-•».-« «.MP«™»— — ™— _ jfif**/ A UJ. TNST II ATION ___ ______________ _______________ ___________________________ 1 0 PSFXl^liJ \JM-tJ*. I IV^l^l "•™"—«-™™ «•—••••«•»••.•. ™™™™— »„„ *. ^. 1 .V 1 LJJ. MECHANICAL & MISC --------------------------------------------------- 2.0 PSF D.L = 220PSF L.L = 16.0 PSF R«V 51030! Uw KVWBOam V« S1 J. 2Wun-1Me WnU (cnMJ-MENERCALC Dsgnr CS Description. Scope Date: O/f'3 General Timber Beam c.\pro i retnodelVidoe be I Description RIDGE BEAM-1 f Sketch & Diagram L-. SSL LMMonAtoggMMMw <n> 1 11H? iviuao Dsgnr CS Description Scope Rev 510303 UMT KW-OOOS1ie, VW5 1 3 22-jHKtgM Win32 General Timber Beam Date "tT-f Description RIDGE BEAM-1 fGeneral Information Section Name Prllnr 3.5x9.5 Beam Width 3500m Beam Depth 9500m Member Type Load Dur Factor 1 250 Beam End Fixity Pin-Pin I Full Length Uniform Center Left Cantilever Right Cantilever Loads DL DL DL Calculations are designed to Center Span 140041 Left Cantilever ft Right Cantilever ft Truss Joist - MacMiilan, Parallam 2 OE Fb Base Allow 2,900 0 psi Fv Allow 290 0 psi Fc Allow 6500 psi E 2,000 0 kst 15400#/ft LL 11200 #/ft m. LL #m #ffl LL #ffi 1997 NDS and 1997 UBC Requirements | Lu 000ft Lu 000ft Lu 000ft 1 (Summary | Span= 14 00ft, Beam Width Max Stress Ratio Maximum Moment Allowable Max Positive Moment Max Negative Moment Max @ Left Support Max @ Right Support Max M allow fb 1,485 47 psi Fb 3,625 00 psi -3 500m x Depth -9 5m 0410 1 65k-ft 15 9 k-ft 652k-ft at 000 k-ft at 000 k-ft 000 k-ft 1590 fv 74 59 psi Fv 362 50 psi , Ends are Pin-Pin Maximum Shear * 1 7000ft 14000ft Reactions LeftDL Right DL Allowable Shear Camber 108 k 108k 5 §Left Right @Left @ Center ©Right Max Max Beam Design OK 25 k 121 k 186 k 1.88 k 0000 in 0399 in 0000 m 186 k 186k [Deflections Center Span. . Deflection Location Length/Defl Daad Load •0266m 7000ft 6312 Total Load Left Cantilever.. -0460 in Deflection 7 000 ft Length/Defl 36545 Right Cantilever... Deflection Length/Defl Dead Load Total Load 0000 in 0000 in 00 00 0 000 in 0 000 in 00 00 [stress Calcs ~| Bending Analysis Ck 19049 Le Cf 1000 Rb @ Center @ Left Support @ Right Support Shear Analysis Design Shear Area Required Fv Allowable Bearing @ Supports Max Left Reaction Max Right Reaction 0000ft 0000 Max Moment 6 52 k-ft 0 00 k-ft OOOk-ft @ Left Support 248k 6 842 in2 362 50 psi 186k 186k Sxx 52646m3 Area 33250m2 Cl 0000 Sxx Reo'd 21 57 In3 0 00 in3 0 00 in3 @ Right Support 248k 6 842 m2 362 50 psi Beanng Length Req'd Bearing Length Req'd Allowable ft) 3,625 00 psi 3,625 00 psi 3,625 00 psi 0818 in 0818 In Query Values | M, V, & D @ Specified Locations @ Center Span Location @ Right Cant Location = @ Left Cant Location = 000 000 000 Moment ft OOOk-ft ft OOOk-ft ft OOOk-ft Shear Deflection 186k 00000 in 0 00 k 0 0000 in 000k 00000 In r V* 0 OU f TJo •T <*l 'H^I1 1 " X 4f •na , 6 0 f IM. /VVC.SS- fc«E'S_-£G Project Title ._ Project Address Documentation Author Q*>is^'5> >*. Compliance Method (Package c GENERAL INFORMS Total Conditioned Floor Area U- Sf= <2,!V\ «-r"o L. M 0 f 70 •<;«.•«- >r Computer) f= """""" ~~— ,.2 V.^** ft / f t*-.*&.t2L * "~> 1* O *" (c. 33. ~ *^ ^ V ^ Telephone Climate Zone x »• *^^-i^ J^.^ v^.o-X Date Budding Permit # Plan Check /Date Field Check / Date enforcement Agency Use Unly Average Ceiling Height V\ l>i ft Conditioned Slab Floor Area "3-t d. ,i~\ ft2 Building Type *--" (check one or more) Front Orientation Number of Stones 1 [ Single Family Multi-Family C NorthY^Sout ^^mpnftront on Existing-Plus-Addition h / East / West / All Orientations entation in degrees from True North and circle one) Number of Dwelling Units ^ — Floor Construction Type (Slab^Raised Floor (circle one or both) RADIANT BARRIER (required m climate zones 2.4. S-15) BUILDING ENVELOPE INSULATION Required for this submittal yes Vno Component Type Wall Wall Roof Roof Floor Floor Slab Edge Frame Type wd = wood stl = steel \x>«^ V^C^ VJi <i. VAi ^ fi.e.*N*v»T' . C*iA«.wT Cavity Insulation R-Value &~\-\ ft-V^ fe-^o _ — _•- -„__ AA.t*>. Sheathing Insulation R-Value «?*=*> «i. Total R- Vahie1 Assembly U-Factor1 Location/Comments (attic, garage, typical, etc ) For prescriptive compliance. Total R-Value and Assembly U-Factor are not required for a wood-framed wall that meets cavity R-value insulation reomrements for the Prescriptive Package FENESTRATION Shadin Fenestration #/Type/Pos. Front Front Left Left Rear Rear Right Right Skylight Skylight Orien- tation N oWT K — — • £<x*rr. . VJO«.^T , -tr- - - -- - - Area (ft2) V5*» — — -~ \*.ri_ \\-i- Fenestration U-Factor ^•Kl A*«-36 r-i^c -a?*3o V.Sktt3o Fenestration SHGC Extenor Shading Att ^0«L_ <10<t» eo^L. Overhangs/ Fins He-S VLCL^ Ht-C^ Devices Compliance Forms August 2001 A-2 Project Tide Date HVAC SYSTEMS Note Input hydroruc or combined hydromc data under Water Heating Systems, except Design Heating Load. Distribution SEALED DUCTS and TXVsfor Alternative Measures) Sealed Ducts (all climate zones) (Installer testing and certification and HERS rater field verification required) U TXVs, readily accessible (climate zones 2 and 8-15 only) (Installer testing and certification and HERS Rater or field verification required) U Refrigerant Charge/Air Flow (climate zones 2 and 8-15 only) (Installer testing and certification and HERS Rater or field verification required) V4 - HeatrngJ&guroment Typemiurnac/, heat pump, etc ) Minimum Efficiency (AFUE or HSPF) Type and Location (ducts, attic, etc ) Duct or Piping R-Value Thermostat Type Heat Pump Configuration (split or package) CoohneEquipment Type((air conditioned heat pump, evap cooling) Minimum Efficiency C (SEE&P Duct Location f"Tattic%tc) Duct C 'Thermqstafb :>" Type Heat Pump Configuration (split or package) OriT«V*f<WT£ tfl.O *VPt*-C J0**o 9<"C* T| OR U Alternative to Sealed Ducts and TXVs (see Package C or D Alternative Package Features for Project Climate Zone) Climate Zone ^ Window SHGC Window U-Factor SEER Heating L ' > Water Heater Type WATER HEATING SYSTEMS Energy1 Rated1 Tank Factor or Distribution Number Input (kw Capacity Recovery Type in System or Btu/hr) (gallons) Efficiency External Tank Standby' Insulation Loss (%) R-Value I For small gas storage water heaters (rated inputs of less than or equal to 75,000 Btu/hr), electric resistance, and heat pump water heaters, list Energy Factor For large gas storage water heaters (rated input of greater than 75,000 Btu/hr), list Rated Input, Recovery Efficiency and Standby Loss For instantaneous gas water heaters, list rated input and recovery efficiencies SPECIAL FEATURES (add extra sheets if necessary) Package C and D: TXVs, Sealed Ducts, Radiant Barriers (see installation requirements for radiant barriers in Section 8 13 of the 2001 Residential Manual). Package C: thermal mass (thermal mass type, covering, thickness, and description) i A 10 Compliance Forms August 2001 A-3 «r—V >>^*t>- V *^ v O Project Title DSi COMPLIANCE STATEMENT This certificate of compliance lists the building features and performance specifications needed to comply with Title 24, Parts 1 and 6 of the California Code of Regulations, and the administrative regulations to implement them. This certificate has been signed by the individual with overall design responsibility When this certificate of compliance is submitted for a single building plan to be built in multiple orientations, any shading feature mat is varied is indicated in the Special Features/Remarks section The undersigned recognize that compliance using duct sealing and TXVs requires installer testing and certification and field verification by an approved HERS rater Designer or Owner (per Business and Professions Code) •O «, c-W ^«*.»A *. <s OMA^S. V* *> ^A .Name Title/Finn Address Documentation Author Name Title/Firm Address Telephone (date)(signature)(date) Enforcement Agency Name: Trtle Agency Telephone (signature / stamp)(date) Compliance Forms August 2001 A-4 The Title Sheet 1. Site adress: 2702 Socorro Lane Carlsbad, California # 92009 2. Assessor's Parcel Number, Legal Description 3. Amount of grading: Est 3-4 Cubic yards. 4. Contact : Jack James Smith Tel. 760- 632- 9110, Cell- 760- 445- 0686 T s 13 b s $ H1 k* * £ £ ?• ^ t * C0 S o 5 i •< nc:•^| CHANGES |u> i ~—-gz TO s< 9 ^o ^Fc/* T o o O -i -s O ifl *'£*> *i» r rr» P.I^ ^/^4 -» > ^ ? O ? Kk O' - -f <* T -/ f ! l — L l- f ' 6 !$ 1 t I 0 *f I rr1 1 !; l l i t X jj j*. 2 If £ G ^^/ - ' ] ' - 5*j-* ^ £ \UJI -- t "••-•• - . I i i_; i *i r c< mi °. lc." J£k*t»/fc -> L — f i , J -- tin I ?r , _ 1 *t 1 ^^» ' c 1— h U L i TT J 00 to Uf i _ i t- 4 - *.0 ' — I I i L i- f W Tt Jn ^f:' ti.ea £ °rf?*I r - :!ixi 0 nP , > 6 £ *-» f o 3 GO . o •p ji Nf 0 of t/ xl SAN DIEGO AREA RESIDENTIAL CIRCUIT CARD AND LOAD SUMMARY * (1990 NEC) THIS CARD MUST BE FILLED OUT AND AVAILABLE AT THE SERVICE EQUIPMENT FOR THE ROUGH INSPECTION ADDRESS 3!rZ%/}£. J-/?*CtS /**£& 5 OWNER -^ PHONE CX)NTRACTC^^»Jt^«*«jJS4«hr1iw PHONE PARFI LOCATION faxx/lPv&iVr £3i£r£jg3lS • MAIN- Q __ Til 19- SERVICE ENTRANCE OR FE A) S17P MO H) q MSUAT10M OCT 1 3 S 7 9 11 13 15 17 19 21 23 25 27 29 31 33 35 37 39 41 BKR SIZE £o A WIRE SIZE /Z- TYPE £ce- LTC AMP BKR/FUSE Q MLO AMP EDER CONDUCTORS TYPE DCU DAL SERVICE GROUND/BOND- A) SI7P- NO Bl C) CLAMP LOCATONfS): D «" D WATER PFE Q GROUND ROD n TYPE Qcu DAL 2so-ai(c) 250 -»(«), 81(0 250-83(0) GFCI LOCATIONS 2ltf4.6BO-70 D BATHROOM (S) [ D GARAGE (S) [ JEToUTDOORS C H KITCHEN ] HYDROMASSAGETUB 3 1C. REC tf cc s* BF A) B) C) 0) RE PERMIT* CENSUS TRACT* AREA IN SO FT /?£> v/ni REC <fy LTC JMPUTED L MB WIRE SIZE /Y- TYPE ^ic TS BKR SIZE /r 0 WfRF CRT 2 4 6 1 10 12 14 16 1* 20 22 24 26 21 30 32 34 36 31 40 42 OAD ' IANCH CIRCUITS F LIGHTING ORCUn TWO SMALL APPI LAUNDRY cncur CENTRAL HEAT* UARV.C r7^< iSAtX- f?) *»<-*- / &*£ o*' d> icMtiythi nstrucMr ntontoftt 00WN DCONI SIGNED D*TE MtonbKk. tEOUIRED rS 2! JANCE CIRCUITS 23 r 2! K3 EQUIPMENT 42 i»f^-\ AlfssJ LOCATION /<&u^ /GoCJ?l<sr ^ / (s LtSf~t fS£, i f kMPS B-3(b). 4(d) 0-4W B-4(e) &rs X?C^ &*?*' /^c?-<^ £3*7L&fc. 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