Loading...
HomeMy WebLinkAbout2646 GALICIA WAY; ; CB043771; Permit\Jf. /i City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 1 2-07-200 Residential Permit Permit No: CB043771 Building Inspection Request Line (760) 602-2725 Job Address: 2646 GALICIA WY CBAD Permit Type: RESDNTL Sub Type: RAID Status: ISSUED Parcel No: 2161802300 Lot #: 0 Applied: 10/05/2004 Valuation: $17,775.00 Construction Type: NEW Entered By: KMT Occupancy Group: Reference #: Plan Approved: 12/07/2004 # Dwelling Units: 0 Structure Type: Issued: 12/07/2004 Bedrooms: 0 Bathrooms: 0 Inspect Area: Project Title: KFOURI RES-121SF RMADD, 105SF Orig PC#: ADD TO EXIST DECK, MOVE INT. WALL@2ND FL Plan Check#: Applicant: Owner: - KFOURI EMILE E&MICHELE KFOURI EMILE E&MICHELE 2646 GALICIA WAY 2646 GALICIA WAY - CARLSBAD CA 92009 CARLSBAD CA 92009 760-479-1525 7' Building Permit / $161.29 Meter Size Add'I Building Permit Fee/ \ i.i $0.00 Add'I Red. Watei Con. Fee \. . $0.00 Plan Check / /4104.84 Meter Fee > \j $0.00 Add'I Plan Check Fee / \ / $0.00'. SDCWA Fee" N. .' C $0.00 Plan Check Discount $0.00/ , CFD Payoff Fee \ \(J ,- $0.00 Strong Motion Fee / / .... / $1.78 PFF ' \. '- $0.00 Park in Lieu Fee I ,- -.. $0.00- PFF (CFD Fund) _ - ' -. ,-, $0.00., Park Fee j , - I \ $0.00 - - License Tax.---.?// \ / $0.00 LFM Fee '-- ..-....I , $0.00 License Tax (CFD Fund) , -. $0.00 Bridge Fee f/ -.,$0.00 Traffic Impact Fee çr), I $0.00 Other Bridge Fee $0.00 .Traffic Impact (CFD Fund)'! ,) $0.00 BTD #2 Fee rf,$0.00 $0.00. Sidewalk Fee J '.j Ti $0.00 BTD#3 Fee ,- $O.00'' PLUMBING TOTAL.'-. - 9 , $34.00 Renewal Fee ".., . ELECTRICAL .TOTAL - / .' ( . $20.00 Add'I Renewal Fee i J$0.00 MECHANICAL TOTAL1/ / / $24.00 Other Building Fee ,, N. $0.00_\ Housing Impact Fee,)- - / / $0.00 Pot. Water Con. Fee --.. $000 Hciusing lnLieuFee / / $0.00 Meter Size \ / Housing Credit Fee / / $0.00 Add'I Pot. Water Con. Fee \ / $0.00 Master Drainage Feet / $0.00 Red. Water Con. Fee \ - $0.00LC0tSéWer Fëe /' ç --.. ,' $0.00 Additional Fees -' •• / $0.00 \ N. TOTAL-PERMIT FEES..' / $345.91 N . ,.\ ... N ' \ / Total Fees: $345.91 Totalmnts To pate: $104:84 Balance Due: $241.07 6978 12/07/04 0002 01 02 CGP 24107 FINAL APPROVAL ' lnsDector: 1& Date: L 7oy Clearance: NOTICE: Please take NOTICE that approval of your project includes the imposition' of tees, 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. It 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 tees and capacity changes, nor planning, zoning, grading or other similar application processing or service tees in connection with this project. NOR DOES IT APPLY to any FOR OFFICE USE ONLY PERMIT APPLICATION PLAN CHECK NO 2B0L131 7 j CITY OF CARLSBAD ITMENT :'e 4ôci Validated -13V Date , ,Oj05) PRQEPJNLAIIQ " S. Addre (include Bldg/Suite #1 Business Name (at this address) Legal Description' . Lot No. Subdivision Name/Number Unit No. . Phase No. Total # of units Assessor's Parcel # Existing Use ioViM '°" •"- 02 4fj f4 . COP " .I0494 Description of Work . SQ. FT. #of Stories #'of Bedrooms #,of Bathrooms rz grod( ev jkq, en'oA' u On Name E. 'k . Address _2e'io_44 jQ4City' C State/Zip ephone #XO4,,c,Fax # 1 E Ctractcr Agent for ContiactQr br S 'Name ,54')- Address ' .' ''' ' City J •State/Zip ' Te e'hrrne # , A6POWi'ThR Name , , Address . City State/Zip ' Telephcme C ,5 - - (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 7 31.5 by any applicant for a permit subjects the applicant to .a civil penalty of not more than five hundred dollars 1S5001). - O Jc' ir O a&r tz 'r' /IsJ m 'Nae , ': 'Address • , City - -. ' State/Zip Telephone # State License # al ,,6rn0 License Class City Business License # - , Designer Name ', • , ,. , Address , ' , , City , State/Zip,' 'Telephone , A 'State License '# ' '', .' ' . ' ' • ' ' '' ,i .,. , Workers' Compensation Declaration: I hereby affirm under penalty of perjury one of the following declarations: ' , ' ' •' , ,, 0 l have and will, maintain acertilicate 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. f,. 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 I$1001 OR LESS) , '' ' ' '. - , •T \ 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 ke become subject to the Worrs Compensation Laws of California WARNING: Failure to secure workers' compensation coverage is unlawful, and shall 'subject an employer to criminal' penalties and civil fines up to 'one hundred ,thousand dollars 1Od,000) in add' - n cost of compensation, damages as provided for in .Section Section 3706 of the Labor code, interest and attorney's fees. ''. .' •' DATE /j-- 7— ' I 7 hereby affirm that I am exempt from the, Contractor's License Law for the following reason: 0 I, as o"wner 'of the properiy or my employees with wages as their sole compensation, will do the work and the structure is not intended or offered forsal " (Sec 7044 Business and Professions Code The Contractor a License Law does not apply to an owner of property who builds or improves thereon and who does such work himself or through .his'own employees, provided that such improvements are not intended or offered for sale. If, however, the building or improvement is sold within ,one year of completion, the owner-builder will have the burden of proving that he did not build or improve.for the purpose of sale). .0 ' I, as owner of the property, am exclusively 'contracting with licensed contractors to construct the project (Sec. 7044, 'Business and Professions Code: The 'CóntraOtor's License ,Law does not apply to an owner of property who builds or improves thereon, and contract's '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 .1. 'I personally plan to provide the major labor and materials for construction of the proposed property improvement. 0 YES ONO • 2 I (have I 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) "I'plui to provide portions of the work, but I have hired the following person to coordinate, supervise and provide the"maj&r work (include m I' nae address / phone' number / contractors license number): . ,. ' • ,' ( 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 rn' COMPLETE_THIJION FQR NON RESIDENJjL BUILDING_PERMITS_ONLY __ Is the applicant or future building occupant required to submit a business plan, acutely hazardous materials registration form or risk management and prevention 'program under Sections 25505, 25533 or 25534 of the Presley-Tanner HazardoUs Substance Account Act? 0 . YES 0' NO :' • ' ' '' . , Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air qiiality management district? 0 YES DNO 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 ICONSTRUcTION__LENDING AGENCY 'rn * - -' ' .1 hereby, affirm that there is a construction, lending agency for the performance of the work for which this permit is issued (Sec. 307() CI C he). LENDER'S NAME ' "''.•''' , LENDER'S ADDRESS ' . -'-" • 59 AIJC,MCERTIFICATION -.,"I certify that I have réad,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 Citi of Carlsbad to enter upon the above mentioned -property for inspection purposes. 1' ALSO AGREE TO SAVE, INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST' ALL' LIABILITIES, 't,-JUDGMENTS, COSTS AND EXPENSES WHICH MAY. IN ANYWAY 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 àuthorizedby'such permit is not commenced within 180 days from the date of such permit or if the'bui(ding 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) .APPLICANT !S SIGNATURE DATE I__ 'WHITE: File 'YELLOW: Appliant PINK: Finance ,' •• ••••• ' ' , ' . , City of Carlsbad Bldg Inspection Request For: 06/27/2005 Permit# CB043771 J Inspector Assignment: BN Title: KFOURI RES-121SF RM ADD, 105SF Description: ADD TO EXIST DECK, MOVE INT. WALL©2ND FL Type: RESDNTL Sub Type: RAD Job Address: 2646 GALICIA WY Phone: 8583953584 Suite: Lot 0 Location: Inspector: APPLICANT KFOURI EMILE E&MICHELE - Owner: KFOURI EMILE E&MICHELE Remarks: Total Time: S Requested By: N/A Entered By: JANEAN CD Description Act Comment 19 Final Structural 29 Final Plumbing 39 Final Electrical 49 Final Mechanical Associated PCRs/CVs Inspection History - Date Description Act Insp Comments 06/24/2005 89 Final Combo CO JM STREET # & SMOKIES 06/01/2005 17 Interior Lath/Drywall AP BN 06/01/2005 18 Exterior Lath/Drywall AP BN 05125/2005 14 Frame/Steel/Bolting/Welding AP BN 05/25/2005 24 Rough/Topout AP BN .05/25/2005 34 Rough Electric AP BN 05/25/2005 41 Underground Ducts WC BN 05/23/2005 14 Frame/Steei/Bolting1Nelding NR BN 05/23/2005 17 Interior Lath/Drywall NR BN 05/19/2005 13 Shear Panels/HD's AP PD 05/12/2005 14 Frame/Steel/Bolting/Welding NR BN NAILS BLOWN THROUGH PLYWOOD. NO WINDOW OR WRAP 05/03/2005 13 Shear Panels/HD's • CO RB SEE NOTICE ATTACHED 05/03/2005 14 Frame/Steel/Bolting/Welding WC RB 05/03/2005 24 RoughlTopout WC RB • 01/26/2005 11 Ftg/Foundation/Piers - CO BN 2-90 DEGREE ELLS CU MUST BE BRAZED 01/26/2005 11 Ftg/Foundation/Piers AP PD 2ND TIME OUT TO JOB City of Carlsbad Bldg Inspection Request For 05/03/2005 Permit# CB043771 Inspector Assignment: BN Title: KFOURI RES-121SF RM ADD, 105SF Description: ADD TO EXIST DECK, MOVE INT. WALL@2ND FL Type: RESDNTL Sub Type: RAD Job Address: 2646 GALICIA WY Suite: Lot 0 Location: OWNER KFOURI EMILE E&MICHELE Owner: KFOURI EMILE E&MICHELE Remarks: Total Time: Phone: 7604814640 Inspector: 5 Requested By: BOB Entered By: CHRISTINE CD Description Act Comment 14 Frame/Steel/Bolting/Welding 11/ 24 Rough/Topout Associated PCRs/CVs Inspection History Date Description Act Insp Comments 01/26/2005 11 Ftg/Foundation/Piers CO BN 2-90 DEGREE ELLS CU MUST BE BRAZED 01/26/2005 11 Ftg/Foundation/Piers AP PD 2ND TIME OUT TO JOB 01/24/2005 11 Ftg/Foundation/Piers CO JM FOOTING DETAILNOT PER PLAN 01/21/2005 11 Ftg/Foundation/Piers CO PD NO PLANS - RESET 12120/2004 11 Ftg/Foundation/Piers NH BN / EsGil Corporation - In Partners/lip with government for Bui(iuing Safety DATE: November 8, 2004 JURISDICTION: Carlsbad PLAN CHECK NO.: 043771 PROJECT ADDRESS: 2646 Galisca Way PROJECT NAME: Kfouri Addition/ Remodel O AP ' NT JURIS. 0 N REVIEWER U FILE SET: II 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. The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. - LII The applicant's copy of the check list has been sent tot- '• Esgil Corporation staff did not advise the applicant that the plan check has been completed. Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Telephone #: Date contacted: (by: ) Fax #: Mail Telephone. Fax In Person S LI REMARKS: By: Bryan Zuppiger Enclosures: Esgil Corporation LI GA LIMB [IEJ L]Pc 10/28/04 trnsmt 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858) 560-1468 • Fax (858) 560-1576 EsGil. Corporation In (Partnership with government for (Bui(ding Safety DATE: October 19, 2004 0 APPLICANT JURISDICTION: Carlsbad 0 PLAN REVIEWER 0 FILE PLAN CHECK NO.: 043771 SET: I al PROJECT ADDRESS: 2646 G,lica Way PROJECT NAME: Kfouri Addition/ Remodel LII. 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 onthe 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. . Lii 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: Emile Kfouri . 2646 GaUscWa,y Carlsbad CA 92009 Esgil Corporation staff did not advise the applicant that the plan check has been completed Eègil Corporation staff did advise the applicant that the plan check has been completed., Person contacted: Emile Kfouri Telephone #: 760 479 1525 Date contacted: /°/I9/0 '(by:4J. ) Fax #: 1(a 0— 7 - 0 Mail Vtelephone V Fax ,- In Person - c..-h LI REMARKS:.. . . - - * By: Bryan Zuppiger Enclosures: Esgil Corporation LI GA LI MB LI EJ El Pc. 10/07/04 trnsrntl.dot 9320 Clesapeake Drive, Suite 208' • San Diego, California 92123 • (858) 560-1468 • Fax (858) 560-1576 Carlsbad 043771 October 19, 2004 PLAN REVIEW CORRECTION LIST SINGLE FAMILY DWELLINGS AND DUPLEXES IPLAN CHECK NO.: 043771 JURISDICTION: Carlsbad I PROJECT ADDRESS: 2646 Galisca Way FLOOR AREA: See Below Dwelling addition 121' Dwelling remodel ± 300' Proposed deck' 105' DATE PLANS RECEIVED BY JURISDICTION: DATE INITIAL PLAN REVIEW COMPLETED: October 19, 2004 STORIES: 1 HEIGHT: 13' at south elev. sheet A4 DATE PLANS RECEIVED BY ESGIL CORPORATION: 10/07/04 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 abuilding 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 043771 October 19, 2004 . PLANS Please make all corrections on the original tracings, as requested in the correction list. Submit two sets of plans for residential projects. For expeditious processing, corrected sets can be submitted in one of two ways: 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. 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. The person responsible for their preparation must sign all final sheets of plan. (California Business and Professions Code). Final plans, specifications and calcUlations 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). . The architect or engineer of record shall prepare an inspection program that shall be submitted to the building officialfor approval prior to issuance of the building permit. Please review UBC Section 106.3.5. Please complete the attached form. . FIRE PROTECTION When the valuation of a room addition or repair exceeds $1,000. show locations of permanently wired smoke detectors with battery backup in the new and existing construction, except that smoke detectors added at existing construction need only be battery powered. UBC Section 310.9.1.2: Inside each bedroom. Centrally located in corridor or area giving access to sleeping rooms. On each story. When sleeping rooms are upstairs, at the upper level in close proximity to the stair. 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 310.9.1. Carlsbad 043771 October 19, 2004 6. Clearly dimension the floor:and structural plans. UBC Section 106.3.3. 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 pIanreview items, please contact Bryan Zuppiger at Esgil Corporation. Thank you. • • ESGIL CORP. Fax:18585601576 Oct 19 200 14:32 P.07 -, Carlsbad 043771 October 190 2004 PECIAL INSPECTION PROGRAM ADDRESS OR LEGAL DESCRIPTION: 2_t I %C. 2 C:) C---) PLAN CHECK NUMBER: cA-- 71' OWNER'S NAME: 6t-4..€_F'- I, as the owner, or agent of the owner (contractors may Uo employ the special inspector), certify that 1, or the architect/engineer of record, will be responsible for employing the special inspector(s) as req i&b iformn uilding Code (UBC) Section 1701.1 for the construction project located e . LJBC Section 106.3.5. Sigsed J7 ocT 1, 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. E. W. Marsha \ Signed (QC C 38462 clvil Y< List of .work requiring special inspection: CJ 22 2004 CAUFO Expansion/Epoxy Anchors Name(s) of Individual(s) or firm(s) responsible for the special Inspections, listed above: A fE24t4 3, Duties of the special inspectors for the work listed above: A. I C t. C. Special inspectors shall check in with the City and present their ereaentals for approval ttJ beginning work on the job site. Carlsbad 043771 October 19, 2004 VALUATION AND PLAN CHECK FEE JURISDICTION: Carlsbad PLAN CHECK NO.: 043771 PREPARED BY: Bryan Zuppiger DATE: October 19, 2004 BUILDING ADDRESS: 2646 Galisca Way BUILDING OCCUPANCY: R3 TYPE OF CONSTRUCTION: VN [BUILDING (PORTION AREA (Sq. Ft.) Valuation Multiplier Reg. Mod. VALUE ($) dwelling addition 121 City Valuation 17,775 dwelling remodel 300 proposed deck 105 Air Conditioning Fire Sprinklers TOTAL VALUE 17,775 Jurisdiction Code 1cb I By Ordinance Bldg. Permit Fee by Ordinance Plan Check Fee by Ordinance Type of Review: Complete Review Structural Only fl Repetitive Fee El Other Xj Repeats • Hourly Hour * • Esgil Plan Review Fee I $161.291 I $104.841 Comments: macvalue.doc 7,7TLA : ADDlT1ONMINOR.. OOO.00) TENANT IMPROVEMENT PLZACRMINOREAE... cARLSt AD COMPANY STORES VILLAGE FAIRE COMPLETE OFFICE 2UILD1NC - OTHER PLANNER DATE ENGINEER DATE - PLANNING DEPARTMENT . . . BUILDING PLAN CHECK REVIEW CHECKLIST Plan Check No. CB Address Planner IV I_fOSJ_'h Phone (760) 602- t4(çt2.- APN: 1LP Type of Pjoject & Use: _At5tT. Net Project Density:. DU/AC Zoning:I- I General Plan:. 2-L- fr Facilities Management Zone: CFD (iA/out) #_Date of participation: Remaining net dev acres: V >5 ' V (For non-residential development: Type of land used created by this Circle One .... . permit: -V. V - • S. V. ,• V Legend: Item Compleie. 0 Item Incomplete - Needs your action V 0 0 Environmental Review Required YES NO TYPE V DATE OF COMPLETION: V V Compliance with conditions of approval? If not, state conditions which require action V V Conditions of Approval: V _'• ___ V 0 0 Discretionary Action Required: . YES NO TYPE V V V APPROVALJRESO NO DATE_____ PROJECT NO. V OTHER RELATED CASES: V V •, V. V -Compliance with conditions or approval'? If not, state conditions which require action • Conditions of Approval: '5 S V S V i: 0 0 Coastal Zone Assessment/Compliance Project site located in Coastal Zone? YES NO V V CA Coastal Commission Authority? YES____ NOJ( .. V If California Coastal Commission Authority: Contact them at —.7575 Metropolitan Drive, Suite 103 V San Diego CA 92108-4402, (619) 767-2370 S Determine status (Coastal Permit Required or Exempt): V V Coastal Permit Determination Form already completed? •VYES____ If NO, complete Coastal Permit Determination Form now. Coastal Permit Determination Log #: ___________ •. '. . .. V Follow-Up Actions Stamp Building Plans as "Exempt" or TMCoastal Permit Required" (at minimum Floor Plans) Complete Coastal Permit Determination Log as needed - 1J 0 lnclusionary Housing Fee required YES ____ NO _><. (Effectivedate of Inclusionary Housing Ordinance May 21, 1993.) V V Data Entry Completed? 'YES - NO (A/P/Ds, Activity Maintenance, enter CB#, toolbar, Screens, Housing Fees, Construct Housing YIN S Enter Fee, UPDATE!) V - V ' Site Plan: V V 5 ...,• V V V , V V HMDMIMCOUNTER'.BldgPlnchkRevChkist V - . . ' Rev 9/1 Provide a fully dimensional site plan drawn to scale. Show:. North arrow, property sines, 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). . 0 0 2 Provide legal description of property and assessor's parcel number. Policy 44 - Neighborhood Architectural Design Guidelines ' 0 0 1. Applicability: YES NO_______ .0 0 0 2. Project complies YES NO Zoning: .. S . 0 0 Setbacks: Front:. Interior Side: .. . . . . . Required 20 Required . Shown Shown Street Side: Rear: . Required -. Required - J (4 . Shown. Shown -føir) Top of slope: Required - ' Shown -'-- O 0 0 4ccessory3trUCture setbacks: ' Fr nt: . . - Required Shown 1nte r Side: . Required Shown ' St e Side: ear: Structure separation: Required . . Required - Required Shown Shown Shown S 0 0 3 Lot Coverage Required 0 Shown o (r 1 0 0 -4. Height: Required 4 3 Shown 2 / 0 0 5.. Parking: - Spaces Required -_. '2- Shown S , - (breakdown by uses for comènercial and industiial projects required) S Residential Guest Spaces Required,, Shown O 0 0 Additional Comments OK TO ISSUE AND ENTERED APPROVAL INTO COMPUTER DATE U ? H:\ADMiN\COUNTER\BIdgPiflChkReVChkISt S , Rev 9/01 Edward W. Marshall, P.E. C38462 909 585 8244/800 337 7083 P.0'. Box 2633 Big Bear City, CA 92314-2633 Licensed by the California State Board for Professional Engineers and Land Surveyors Project: Minor addition to single-family residence. Location: 2646 Galicia Way, Carlsbad - San Diego Region Thomas Guide® page #1147 Gi Owner(s): Emile & Michelle Kfouri Revision: September 28, 2004 Location map (near source fault proximity) General structural calculations Lateral schematic Lateral analysis & design C.B04 3T1 ( Edward W. Marshall, P.E. C38462 909 585 8244/800 337 7083 P.O. Box 2633 Big Bear City, CA 92314-2633 Licensed by the California State Board for Professional Engineers and Land Surveyors 18:33 28Sep2004 STRUCTURAL CALCULATIONS Client: Emile & Michelle Kfouri Project: Minor addition to single-family residence. Address: 2646 Galicia Way, Carlsbad - San Diego Region Thomas Guide® page #1147 Gi 1 Preamble 1.1 Code References UBC sections 1612, 1615, 1620, 1626, 1629.8.2, 1630.1.1, 1630.2.3.1, 1630.5, 2206 AISC "Manual of Steel Construction, Load & Resistance Factor Design", Second Edition AF&PA/AWC "LRFD Manual for Engineered Wood Construction" 1996 Edition NBS "Handbook of Mathematical Functions" 1972, Tenth Printing 1.2 Introduction These calculations are prepared using standard tools such as common electronic calculator, slide rule and math tables. All variables and partial values sufficient to provide review are shown. The results are typed up using the 14'IX plain text processor for typesetting of the formulas and tables. If you have any questions or comments or both I will appreciate hearing from you. My toll-free phone number is 800 337 7083. Thank you for your time. 1.3 Design Assumptions Load & Resistance Factor Design Projected area wind force method Nearest known fault: Rose Canyon type "B", 9 km. west of site 70 mph wind, exposure "C" Asphalt composition roof, 15 psf total roof dead weight including future re-roof. Shear panels at study remodel subjected to 90 s.f. of roof and floor loads at remodel. 1.4 AISC reference beam formulas Formula 01 = - Simply supported, uniformly distributed load Formula 02 c' - Simply supported, uniformly increasing load Formula 07 4 - Simply supported, point load at center Formula 09 !J.JJ. - Simply supported, (2) point loads at third points Formula 22 I- - Fixed support at one end, cantilever at end with point load Formula 99 > - Complex load case. Pre-calculated shears and moment. 1.5 Calculations Overview Earthquake force calculation Wind force calculation Vertical design Load case summary Beams & Rafters E.W.Marshall P C 36462 31 MA 4OFCP SEP 2.8 iai 2 2 Preparatory 2.1 Earthquake-Near-source factor Table 16-S -Near-Source Factor Na Seismic Source Type < 2 km 5 km 10 km 15 km A 1.5 1.2 1.0 1.0 B 1.3 1.0 1.0 1.0 C 1.0 1.0 1.0 1.0 Fault: Rose Canyon, type "B", 9 km. west of site, Na = 1.0 Ca = 0.44Na 4 0.44 X 1.0 = 0.44 2.2 Earthquake Simplified Design Base shear, conventional framing 3.0Ca (3.0)(0.44) - ye = 0.24W (30- 11) Ve:= R W -+Ve 5.5 := 2.3 Wind Design Factors Table 16-F-Wind Stagnation Pressures (q8) Basic Wind Speed (mph) 70 80 90 100 I Pressure q3 12.6 16.4 20.8 25.6 Table 16-G-Combined Height, Exposure, and Gust Factor (Ce) Height Exposure D Exposure C Exposure B 0-15 1.39 1.06 0.62 20 1.45 1.13 0.67 25 1.50 1.19 0.72 P = CeCqqslw Description C Cq q8 1 P typical 1.06 1.3 12.6 1 17.4 2.4 Footings Allowable Bearing Footing Table - 1,000 psf ID Size, inches Increase Effective Area Bearing P18 18 x 18 10% 1,100 psf 2.25 2,475 lb.s P24 24 x 24 20% 1,200 psf 4.0 4,800 lb.s P30 30 x 30 30% 1,300 psf 6.25 8,125 lb.s Pier Footings - Dimensions Thick- Rebar- I.D. Size Depth ness (#4 © 6" 0/c each way) P18 18x18 18 12 no P24 24x24 P30 30x30 yes 3 Member Reactions Member Reaction Footing BO1 5,985 P30 B02 3,705 P24 2.5 Load cases Case # Description Formula (1) (2) (3) LRFD ASD LC01 Roof 1.213 + 1.6L 1.2 0.022 RDLCDL 1.6 0.016 RLL 0 0 - 0.052 ksf 0.038 ksf LCO2 Floor/ceiling 1.213 + 1.6L 1.2 0.017 FDLCDL 1.6 0.04 FLL 0 0 - 0.0844 ksf 0.057 ksf LC03 Roof, floor/ceiling 1.213 + 1.6L + 0.50 1.2 0.039 FDLCDL 1.6 0.04 FLf. 0.5 0.016 - 0.1188 ksf 0.095 ksf 3 Bending Members 3.1 B01 (Flush at study remodel) 3.5x11.875, PSL-2.OE, © 7.37ksi1b, 2000E, 4881,82.3S AISC Beam Formula-01 L = 10.5ft, Strjb = l2ft, LC03 : 0.li88kips/sf, ASD : 0.095kips/sf Moment: Aq5M' >- M., - )q56F5'S > l2wL2/8 - Aq5bFbCFCrCjS > 12(12 X 0.1188)L2/8 (0.8)(0.85)(7.37)(1)(82.3) 12(1.426)10.52 /8 - 412.5 kip in > 235.8 kip. in Shear: )çb,,V' > V - 2/3(AF,)A > Lw/2 - > L(12 x 0.1188)/2 (0.67)(0.8)(0.75)(0.835)(1)(41.56) ~! (10.5)(1;426)/2 - 13.95 kips > 7.484 kips (ASD reaction = 5985 lb.$) Deflection: 5w€4/384E1 Lasd, total :0.3194" (1/395) p.i.=79,04% 3.2 B02 (Window at study ) 3.125x12, GLB-24F-V4, © 6.lksifb, 1600E, 4501,75S AISC Beam Formula-01 L = 6.5ft, Strib = 12ft, LC03 : 0.1188kips/sf, ASD : 0.095kips/sf Moment: )bM' > M, - ;\cbbFb'S> i2wL2/8 bFbCFCrCiS> 12(12 X 0.1188)L2/8 (0.8)(0.85)(6.1)(1)(75) ~! 12(i.426)6.5/8 - 311.1 kip in > 90.35 kip. in Shear: )V' > V, - 2/3(AF)A > Lw/2 -+ 2/3(AFC)A > L(12 x 0.1188)/2 (0.67)(0.8)(0.75)(0.545)(1)(37.5) ~ (6.5)(1.426)/2 - 8.216 kips > 4.633 kips (ASD reaction = 3705 lb.$) Deflection: 5we4/384E1 total :0.06359" (1/1227) p.i.=390.9% 3.3 B03 (Upstairs headers (2) ) 4x8, DFL#2, © 2.22ksi1b,1600E,111.21,30.66S AISC Beam Formula-01 L = 5ft, St,-jb = 12ft, LCUi : 0.052kips/sf, ASD : U.038kips/sf Moment: AbM' > M, - )4'bFb'S> 12wL2/8 - 12(12 X U.052)L2 /8 (0.8)(0.85)(2.22)(1.3)(30.66) ~: 12(0.624)52/8 - 60.17 kip . in > 23.4 kip . in Shear: )cbV' > V - 2/3)uF,)A > Lw/2 - 2/3()FC)A > L(12 x U.052)/2 (0.67)(0.8)(0.75)(0.27)(1)(25.38) ~! (5)(U.624)/2 - 2.755 kips > 1.56 kips (ASD reaction = 1140 lb.$) Deflection: 5w€4/384E1 9 Lascj, total :0.03606" (1/1664) p.i.=1.56e+04% 3.4 J01 (Joists w/ roof bearing) 2x8, DFL#2, © 2.22ksifb,1600E,47.631,13.14S JJ. AISC Beam Formula-07 L = 5ft, tribarea = 30s.f., LCU1 : U.052kips/sf, ASD : 0.038kips/sf Moment: AçbbM' >- M - Aq 5FS > 12PL/4 -i )\cbbFbCFCrCiS > 12(30 X 0.052)L/4 (0.8)(0.85)(2.22)(1.38)(13.14) ~: (18.72)5/4 - 27.37 kip . in > 23.4 kip in Shear: )cV' > V - 2/3 1F,)A > P/2 - 2/3(AF0C)A > 30 x 0.052/2 (0.67)(0.8)(0.75)(0.27)(1)(10.88) ~! (0.78) - 1.181 kips > 0.78 kips (ASD reaction = 570 lb.$) Deflection: Pe3/48E1 ' asci, total :0.06732" (1/892) 4 3.5 J02 (Rear deck ) 4x6, DFL#1, © 2.54ksifb, 1700E, 48.531,17.65S* I- AISC Beam Formula-22 L = 4ft, tribarea = 8s.f., LCO2 : 0.0844kips/sf, ASD : 0.057kips/sf Moment: A5M' >— A, - Ac5bFS > 12PL - )q5bFbCFCCiS >- 12(8 X 0.0844)L (0.8)(0.85)(2.54)(1.495)(17.65) ~! (8.102)4 - 45.58 kip . in > 32.41 kip . in Shear: AV' > V, - 2/3(AF)A > P —k 2/3(FC)A > 8 x 0.0844 (0.67)(0.8)(0.75)(0.27)(1)(19.25) > (0.6752) - 2.089 kips > 0.6752 kips (ASD reaction = 456 lb.$) Deflection: Pe3/3E1 La8d, total :0.2038" (1/236) 3.6 Beam Summary ID # Description Span Trib. Formula Load Case MarginM Marginv ID # B01 Flush at study remodel 10.5 12 01 LC O3 75 87 B01 B02 Window at study 6.5 12 01 LC03 245 78 B02 B03 Upstairs headers (2) 5 12 01 LC01 158 77 B03 J01 Joists w/ roof bearing 5 30 07 LCO1 17 52 JUl J02 Rear deck 4 8 22 LCO2 41 210 J02 BEAM SCHEDULE ID Size Grade Spacing B01 3.5x11.875 PSL-2.OE B02 3.125x12 GLB-24F-V4 B03 4x8 DFL#2 JUl 2x8 DFL#2 J02 4x6 DFL#1 GLB - 2,400 psi fb, V4 Iayup, ANSI/AITC A190.1 PSL - TusJoist Parallam® PSL, 2,900 fb, 2.OE, NER-481 5 — f rmdIstudy ' II riew off*, II : L :L s - 11 Pd ., p- rt.2 LJ F Edward W. Marshall, P.E. C38462 P0 Box 2633, Big Bear City CA 92314-2633 800 337 7083 * 909 585 8244 * Fax 909 266 8007 Licensed by the Califo,nla State Board for Professional Engineers and Land Su,noyors F. Marshall, --- 9/28/2004 9:31 AM Emile & Michelle Kfouri 2646 Galicia Way, Carlsbad 20040928 09:45 emkSketchol .dwg (Calculations Reference Only) P.oject: Kfouri addition Section 0 Edward W. Marshall, P.E. 909 585 8244/800 337 7083 2004.Sep.28 13:15 P0 Box 2633 (c) 2004 E W Marshall Big Bear City, CA 92314-2633 Licensed by the California State Board for Professional Engineers and Land Surveyors Lateral Design Segment Table of Contents: SECTION DESCRIPTION 1 Shear panel & holddown summary. 2 Diaphragm, reliability factor, & line of force details. 3 Shear panel detail, wind & EQ forces. 4 Input data file. 5 Shear schedule, tie down reference tables. C E. w. Mamhall G 3&462 ExpWes 31MfrJ A civi' Project: Kfouri addition Section 1 Edward W. Marshall, P.E. 909 585 8244/800 337 7083 2004.Sep.28 13:15 P0 Box 2633 (c) 2004 E ,W Marshall Big Bear City, CA 92314-2633 Licensed by the California State Board for Professional Engineers and Land Surveyors Shear Panel & HD Summary EQ/ Max Max Shear A.B./ [Hold Down Options] ID Lvi Length h/w Wind V Uplift Sched. Mudsill AB ST min ST max Straps 1 0 4.0 2.0 Wind 522 944 A 60/2x HTT16' LSTHD8 LSTHD8 LSTA36 2 0 4.0 2.0 Wind 522 944 A 60/2x HTT16' LSTHD8 LSTHD8 LSTA36 Corner Tiedown Combinations ------------------ C 0 M B 0 S [Hold Down Options] ID A B Uplift AB ST min ST max Straps A 1 1 1,335 HTT16' LSTHD8 LSTHD8 MSTC40 Section 1 notes: Tiedown aliowables based on 2x6 walls. Refer to panel details for pier height used to calculate the h/w ratio. HTT16' is an HTT16 installed on a 2x stud. ST min is for ST straps installed within 1/2" of corner. ST max requires 2 x le minimum from corner. 24" maximum. Simpson Strongwall panel per PFC-5485. Tiedown corner combinations calculated by SRSS method. ID prefix key: None Shear panel, typical. "-" Panel not included in calculations. "g" Garage panel. 3.5 H/w allowed. "s/+" Steel or concrete element. LRFD adjusted. Design calculations for element included in main body of structural calculations. ID suffix: "+" Shear transfer strap detail required at adjacent opening. : Pzr.oject: Kfouri addition Section 2 Edward W. Marshall, P.E. 909 585 8244/800 337 7083 2004.Sep.28 13:15 P0 Box 2633 (c) 2004 E Marshall Big Bear City, CA 92314-2633 Licensed by the California State Board for Professional Engineers and Land Surveyors Diaphragm Detail Length Wind Exposure -OA Gross LOF Sums ID Story N/S E/W N/S E/W Area Weight N/S E/W A 0 5.0 18.0 12.0 0.0 90 2,700 50 100 Reliability Factor Detail (Story Shear) (Max Unit Shear) (Shear Ratio) Story N/S E/W N/S E/W N/S E/W 0 324 648 0 @ p 1 61 @ p 1 2.500 1.250 Reliability factors, N/S = 1.157 E/W = 1.000 (See notes below) Line of Force Detail Raw ASD Rho Alignment Net Panel Shear Shear Shear Shear ID Story Accel. N/S E/W Avail Wind EQ EQ Rho EQ 1 0 24.0 - 0 - 100 8.0 1,044 648 463 1.000 463 2 0 24.0% 100% 0% 0.0 0 324 231 1.157 268 Section 2 notes: Reliabilility/Redundacy factor calculated per 1997 USC Section 1630. See formula (30-3), Sec 1630.1.1. Refer to Sec. 1628 for notations. ASD Shear factor = 1/1.4 per Sec. 1612.3.1. Total EQ panel shear on a single line of force equals Rho-Shear-EQ value. P3zoje,ct: Kfouri addition Section 3 Edward W. Marshall,.P.E. 909 585 8244/800 337 7083 2004.Sep.28 13:15 P0 Box 2633 (c) 2004 E P1 Marshall Big Bear City, CA 92314-2633 Licensed by the California State Board for Professional Engineers and Land Surveyors Shear panel Detail, Wind ------------------------ Pier Unit Vert. Net Solo Composite ID Length Level LOP I-f gt. V plf OT RM OT Uplift Uplift 1 4.0 0 1 8.0 130 50 4,176 400 3,776 944 944 2 4.0 0 1 8.0 130 50 4,176 400 3,776 944 944 Shear panel Detail, Earthquake, ------------------------------ 1 4.0 0 1 8.0 58 50 1,851 400 1,451 363 363 2 4.0 0. 1 8.0 58 50 1,851 400 1,451 363 363 ..P.Dje,jt: Kfouri addition Section 4 Edward W. Marshall, P.E. 909 585 8244/800 337 7083 2004.Sep.28 13:15 P0 Box 2633 (c) 2004 E W Marshall Big Bear City, CA 92314-2633 Licensed by the California State Board for Professional Engineers and Land Surveyors Input Data 1 #### Project Data Project: Kfouri addition Run Description: Initial floorplan 0 6" wall (1 = 6", 0 = 4") 0 In Town of Yucca Valley (1 = yes, 0 = no) Diaphragm Data ID Level DW Snow Wind NSLeng EWLeng Plate NSWHt EWWHt T16-M TI6LOF Ome A 0 30 0 17.4 5 18 8 12 0 No 0 2.8 #### Diaphragm Integration Data Parent *,ID (',ID...) A 100,A #### Line of Force Data LOF NS-W EW V/W ,ID (,ID...) 1 0 100 24 100,A 2 100 0 24 50,A Panel Data Panel LOF Length PLateH PierH WVert EVert (,ID...) 1 1 4 8 8 50 50 2 1 4 8 8 50 50 Corner Tiedown Combinations ID Panel A Panel B A 1 1 End of File . Poject: Kfouri addition Section 5 Edward W. Marshall, P.E. 909 585 8244/800 337 7083 2004.Sep.28 13:15 P0 Box 2633 (C) 2004 E W Marshall Big Bear City, CA 92314-2633 Licensed by the California State Board for Professional Engineers and Land Surveyors Shear Schedule, Tie Down Table Allowable Shear for Wind or Seismic Forces, Structural I Panels, Table 23-1I-I-I Values, 1997 UBC (notes 1, 2, 3) Framing (---REQUIRED SPACING, INCHES--- Shear 15/32" APA member 5/8" Sill Panel Shear Struct. I thickness A.B. LTP4 LS50 Nailing Callout Vmax Sheathing (note 2, 4) (note 5) (note 6) (note 7) 16d A 280 8d*_6o.c. 2x 60 18 48 8 B 350 8d*_4o.c. 2x 48 16 48 5 C 430 8d*_4o.c. (8) 3x 36 12 24 5 D 550 8d*_3o.c. (8) 3x 32 9 16 4 E 730 8d*_2o.c. (8) 3x 24 7 10 3 F 870 l0d-21'o.c. (8) 3x 18 6 8 3 D-D 1,100 8d*_3o.c. (8) 3x 16 (8) 4 8 4 (10) E-E 1,460 8d*_21 o.c. (8) 3x 12 (8) ---(9) --(9) 3 (10) F-F 1,740 10d-2"o.c. (8) 3x 9 (8) --(9) --(9) 3 (10) * Use lOd nails when nailing through fire wall (when required). NOTES: Panel edges blocked,' 16" stud spacing, common, not sinker, nails or gal- vanized box nails. See table for minimum member thickness at panel edges. 5/8" T1-11' ,nailed through 5/8" section may be used. 3x members at joints. 12" o.c. spaáing in field, typical all callouts. Foundation sill plates & all framing members receiving edge nailing from abutting panels. Common sill plates, with a single panel, 2x member O.K. 2 x 2 x 3/16 plate washers are required at all anchor bolts. Rim to plate connection, as required. Eave block to plate in addition to (1) Hi seismic tie at each truss/rafter. Staggered. See plan for specific detail. (2) rows at table spacing. Double blocking/double rim. Allow. Tension, Simpson StrongTie Holddowns, Straps, Catalog C2002(11,12,13,14) 2x4 nominal dimension walls Anchor Threaded T max 1-foldown Stud Bolt CL SO Rod T max Strap Stud 2,416 I-1TT16' (15) 2x4 SSTB24 1-3/8 1/2 (16) 5/8 1,000 LSTA36 2x 2,609 HTT16 (15) 3x4 SSTB24 1-3/8 1/2 (16) 5/8 2,145 MSTC40 4x 5,190 HTT22 3x4 SSTB24 1-3/8 1/2 (16) 5/8 3,375 MSTC52 4x 8,325 HDQ8 4x4 SSTBL28 1-1/4 2 3/8 7/8 5,035 MSTC66 4x 11,080 HDI4a (17) 6x4 I x 42 2-3/16 5/8 1 5,855 MSTC78 4x NOTES: 11. See Simpson StrongTie Catalog for manufacturer's written instructions. Washers are required under stud bolt nuts. SO = Mm. plate standoff height, CL = Stud face to bolt centerline. 4x6 & 6x6 studs shall be DFL #2 or Construction grade or better. 16d sinkers assumed. Estimated. Use threaded rod with two nuts and a washer embedded 36" minimum. CB043771 2646 GALICIA WY CBAD KFOURI RES-121SF RM ADD, 105SF - ADD TO EXIST DECK MOVE INT. WALL@2ND FL. RESDNTL RAD - Lot KFOURI EMILE E&MICHELE smom PLAWNG FiRE APPRIFORM HEALTH DEPT 0 0 0 HAT AIR QL TO OTHER SEWER DWTR CFDFORM P E 6 M WORKSHEET _ 0 BLOGFEESCOMPLET ~- - ESGIL FIRE CORR -