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2011 ESCENCIO TR; ; CB050121; Structural Calculations
0^-28-200$ Job Address: Permit Type: Parcel No: Valuation: Occupancy Group: # Dwelling Units: Bedrooms: Project Title: Applicant: WRIGHT SAM STEM 2911 STATES! CARLSBAD 92008 760213-1460 City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 Residential Permit Permit No: CB050121 Building Inspection Request Line (760) 602-2725 2011 ESCENICO TERRACE CBAD RESDNTL 2164820800 $107,580.00 0 0 Sub Type: Lot#: Construction Type: Reference #: Structure Type: Bathrooms: RAD 0 NEW MOFFATT RES 978 SF ADDITION Status: Applied: Entered By: Plan Approved: Issued: Inspect Area: Orig PC#: Plan Check#: ISSUED 01/13/2005 SB 02/28/2005 02/28/2005 Owner: MOFFATT JERRY J&PEGGY L 2662 GALICIA WAY 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 $571.20 Meter Size $0.00 Add'l Reel. Water Con. Fee $371.28 Meter Fee $0.00 SDCWA Fee $0.00 CFD Payoff Fee $10.76 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 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $90.00 $20.00 $37.00 $0.00 $0.00 $0.00 $11.07 $0.00 $0.00 $1,111.31 Total Fees: $1,111.31 Total Payments To Ctete; tm IN STORAGE > Dp BUILDING PLANS $371,28 Balance Due:$740.03 .ATTACHED J 2695 02/28/05 0002 01 02 Inspector! FINALAPPROVAL Date: # ~// COP 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 lees/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 Jees/exactions of which you have previously been given a NQTICE_similar to this, or as to which the statute of limitations has previously otherwise expired, 740 = 03 ERMIT APPLICA CITY OF CARLSBAD BUILDING DEPARTMENT 1635 Faraday Ave., Carlsbad, CA 92008 Address (include Bldg/Suite #) FOR OFFICE USE ONY PLAN CHECK EST. VAL. /Q Plan Ck. Deposit Validate Date l '3'7/. Business Name (at this address) Legal Description Lot No-Subdivision Name/Number Unit No. Phase No.' i -C;F-Total # of uniTS ; Assessor's Parcel # Ti <a<v o Existing Use Proposed Use Description of Work SO. FT.#of Stories # of Bedrooms # of Bathrooms •ST.C. A . Name Address City APPLICANT =Q Contractor Q Agent for- Contractor :Q Owner :JQ Agent for Owner: ST . Ct-,5&0 State/Zip Telephone # Fax 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 7,031 .5 byany applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars [$500)). Name K/ State License # * V- SJX- Designer 'fJa me State License # . f*5/y Address sj 5>fo?£~fyoi License Class /? 'j^a^".*--^ . Address <~5? ? /->*?<% •^ r) 4--C/O I City State/Zip Telephone # City Business License # /***^ ^rSfs^) . City State/Zip Telephone Workers' Compensation Declaration: I hereby affirm under penalty of perjury one of the following declarations: 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. 0 I have and will maintain workers' compensation, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My worker's compensation insurance carrier and policy number are: Insurance Company Policy No. Expiration Date (THIS SECTION NEED NOT BE COMPLETED IF THE PERMIT IS FOR ONE HUNDRED DOLLARS [$1001 OR LESS) P?) CERTIFICATE OF EXEMPTION: I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the Workers' Compensation Laws of California. WARNING: Failure to secure workers' opnmens^ttpn coverage is unlawful, and shall subject an employer to criminal penalties and civil fines up to one hundred thousand dollars ($100,000), in^ddttie^efm^'cffn of compensation, damages as provided for in Section 3706 of the Labor code, interest and attorney's fees. SIGNATURE ^^^^L'^T — DATE 2. ' ?_ § ' <2^» 7; W OWNER-BUILDEffDECLARATION~ •::;•-"::• •'': = ': .--•• ;• ;.. . • '• . • •;. ;'" - :•'- = :: !V'-:- '•> .'•;•' •••••. 1 hereby affirm that I am exempt from the Contractor's License Law for the following reason: CD 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). O I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and contracts for such projects with contractor(s) licensed pursuant to the Contractor's License Law). Q I am exempt under Section Business and Professions Code for this reason: 1. I personally plan to provide the major labor and materials for construction of the proposed property improvement. Q YES 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): DATE ONLY H ;.| ; = ; ; = 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? [H 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. I hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued (Sec. 3097(i) Civil Code). LENDER'S NAME LENDER'S ADDRESS ifeift^lCANTiCiBTJFK^TKJN s '• . ,'.. Mv,: ' '::••:. - > "••*"'• > ""'..';-. •!, .. .,.::::•:•. f/'••.:;-: ..-;/":::•'"• :-:-.\r. '• '•'. ."7*-•--->>-^ 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 oveN^3*deepEnjd demolition or construction of structures over 3 stories in height. EXPIRATION: Every permit issued by the twlding OffXjn under the prpytffcVis of this Code shall expire by limitation and become null and void if the building or work authorized by such permit is not commence/within 1i(wlays from the daMof such permit or if the building or work authorized by such pejmit is suspended or abandoned at any time after the work is commenceajor a peri APPLICANT'S SIGNATURE \fn 106.4.4 Uniform Building Code). DATE YELLOW: Applicant PINK: Finance City of Carlsbad Bldg Inspection Request For: 08/10/2005 Permit* CB050121 Title: MOFFATT RES 978 SF ADDITION Description: Sub Type: RAD 2011 ESCENICO TERRACE Lot 0 Type: RESDNTL Job Address: Suite: Location: APPLICANT WRIGHT SAM Owner: MOFFATT JERRY J&PEGGY L Remarks: Inspector Assignment: PD Phone: 7606122071 Inspector: Total Time:Requested By: NANDO Entered By: CHRISTINE CD Description 19 Final Structural 29 Final Plumbing 39 Final Electrical 49 Final Mechanical Act Comment Associated PCRs/CVs PCR05090 ISSUED MOFFATT RES- DBF TRUSS SUBMIT; Inspection History Date 07/26/2005 06/22/2005 06/17/2005 06/15/2005 06/09/2005 06/09/2005 06/02/2005 05/23/2005 05/23/2005 05/12/2005 03/11/2005 03/09/2005 Description 89 Final Combo 82 Drywall/Ext Lath/Gas Test 16 Insulation 84 Rough Combo 13 Shear Panels/HD's 14 Frame/Steel/Bolting/Welding 33 Service Change/Upgrade 13 Shear Panels/HD's 15 Roof/Reroof 15 Roof/Reroof 11 Ftg/Foundation/Piers 21 Underground/Under Floor Act CO AP AP AP AP we AP we AP NS AP AP Insp Comments PD OK TO OCCUPY BN PD PD BN BN PD electric upgrade called in PD PD PD TRUSSES PENDING PD BN City of Carlsbad Bldg Inspection Request For: 06/02/2005 Permit* CB050121 Title: MOFFATT RES 978 SF ADDITION Description; Inspector Assignment: PD Type:RESDNTL Sub Type: RAD Job Address: 2011 ESCENICO TERRACE Suite: Lot 0 Location: APPLICANT WRIGHT SAM Owner: MOFFATT JERRY J&PEGGY L Remarks: please inspect at 2pm Phone: 7606122071 In spec. Total Time: CD Description 33 Service Change/Upgrade Requested By: NANDO Entered By: CHRISTINE Act Comment Date 05/23/2005 05/23/2005 05/12/2005 03/11/2005 03/09/2005 Associated PCRs/CVs PCR05090 ISSUED MOFFATTRES- DEFTRUSS SUBMIT; Inspection History Description Act Insp Comments WC PD AP PD NS PD TRUSSES PENDING AP PD AP BN 13 Shear Panels/HD's 15 Roof/Reroof 15 Roof/Reroof 11 Ftg/Foundation/Piers 21 Underground/Under Floor EsGil Corporation In Partnership witti government for Quitting Safety DATE: February 23, 200S a ABEUCANT JURISDICTION: Carlsbad a PLAN REVIEWERa FILE PLAN CHECK NO.: 050121 SET: II PROJECT ADDRESS: 2011 Escenico Terrace PROJECT NAME: SFD Addition for Jerry & Peg Moffatt The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. X] 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: XI 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: ) f/ ^Pax #: Mail Telephone Fax In Person X] REMARKS: Please replace the structural Afreets (6 total) from the city set II with the new stamped and signed structural sheets. By: Abe Doliente Enclosures: Esgil Corporation El GA D MB D EJ D PC 2/17/05 trnsmtl.dot 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858)560-1468 + Fax (858) 560-1576 EsGil Corporation In (Partnership vritK government for <Bui(d~ing Safety DATE: January 28, 2005 JURIS> JURISDICTION: Carlsbad O^PtAN^EVIEWER Q FILE PLAN CHECK NO.: 050121 SET: I PROJECT ADDRESS: 2011 Escenico Terrace PROJECT NAME: SFD Addition for Jerry & Peg Moffatt 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 checklist is enclosed for the jurisdiction to forward to the applicant contact person. XI The applicant's copy of the check list has been sent to: Sam Wright 2911 State St., Carlsbad, CA 92008 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: Sam Wright Telephone #: 760/213-1460 Date contacted:' /2.97oS (by:P^y) Fax #: (^(jo] "37.0-"^ -- Mail Telephone'-^ Fax In Person REMARKS: By: Abe Doliente Enclosures: Esgil Corporation D GA D MB D EJ D PC 1/18/05 tmsmtl.dot 9320 Chesapeake Drive, Suite 208 4 San Diego, California 92123 + (858)560-1468 * Fax (858) 560-1576 Carlsbad 050121 January 28, 2005 PLAN REVIEW CORRECTION LIST SINGLE FAMILY DWELLINGS AND DUPLEXES PLAN CHECK NO.: 050121 JURISDICTION: Carlsbad PROJECT ADDRESS: 2011 Escenico Terrace FLOOR AREA: SFD Addn - 978 SF STORIES: 1 HEIGHT: REMARKS: DATE PLANS RECEIVED BY DATE PLANS RECEIVED BY JURISDICTION: ESGiL CORPORATION: 1/18/05 DATE INITIAL PLAN REVIEW PLAN REVIEWER: Abe Doliente COMPLETED: January 28, 2005 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 O5O121 January 28, 2005 Please make all corrections on the original tracings, as requested in the correction list. Submit two sets of plans for residential projects. For expeditious processing, corrected sets can be submitted in one of two ways: 1. Deliver all corrected sets of plans and calculations/reports directly to the City of Carlsbad Building Department, 1635 Faraday Ave., Carlsbad, CA 92008, (760) 602-2700. The City will route the plans to EsGil Corporation and the Carlsbad Planning, Engineering and Fire Departments. 2. Bring one corrected set of plans and calculations/reports to EsGil Corporation, 9320 Chesapeake Drive, Suite 208, San Diego, CA 92123, (858) 560-1468. Deliver all remaining sets of plans and calculations/reports directly to the City of Carlsbad Building Department for routing to their Planning, Engineering and Fire Departments. NOTE: Plans that are submitted directly to EsGil Corporation only will not be reviewed by the City Planning, Engineering and Fire Departments until review by EsGil Corporation is complete. • PLANS 1. Plans, specifications and calculations shall be signed and sealed by the California state licensed engineer or architect responsible for their preparation, for plans deviating from conventional wood frame construction. Specify expiration date of license. (California Business and Professions Code). • ROOFING 2. Specify on the plans the following information for the roof materials, per Section 106.3.3: for the tile roof. a) Manufacturer's name. b) Product name/number. c) ICBO approval number, or equal. « ENERGY CONSERVATION 3. 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. 4. All sheets of the latest CF-1R form must be imprinted onto the plans (sheets 1 of 3. 2 of 3 and 3 of 3 must be included). 5. Specify on the building plans all of the mandatory energy conservation requirements as listed on the enclosure titled, "Mandatory Measures Checklist". Carlsbad 050121 January 28, 2005 • MISCELLANEOUS 6. 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. 7. Please indicate here if any changes have been made to the plans that are not a result of corrections from this list. If there are other changes, please briefly describe them and where they are located in the plans. • Have changes been made to the plans not resulting from this correction list? Please indicate: Yes Q No Q 8. 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 Abe Doliente at Esgil Corporation. Thank you. Carlsbad 050121 January 28, 2005 VALUATION AND PLAN CHECK FEE JURISDICTION: Carlsbad PLAN CHECK NO.: 050121 PREPARED BY: Abe Doliente DATE: January 28, 2005 BUILDING ADDRESS: 2011 Escenico Terrace BUILDING OCCUPANCY: R-3/U-1 TYPE OF CONSTRUCTION: V-N BUILDING PORTION SFD Addition Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code AREA (Sq.Ft.) 978 Valuation Multiplier per city Cb | By Ordinance Reg. Mod. VALUE ($) 107,580 107,580 $571.20 Plan Check Fee by Ordinance Type of Review: Q Repetitive FeeRepeats Complete Review D Other i-i Hourly [3 Structural Only Hour Esgil Plan Review Fee $371.28 $319.87 Comments: Sheet 1 of 1 macvalue.doc City of Carlsbad Public Works BUILDING PLANCHECK CHECKLIST Engineering DATE: __ BUILDING ADDRESS: PROJECT DESCRIPTION: ASSESSOR'S PARCEL NUMBER: PLANCHECK NO.: CB EST. VALUE: fOf, ENGINEERING DEPARTMENT APPROVAL The item you have submitted for review has been approved. The approval is based on plans, information and/or specifications provided in your submittal; therefore any changes to these items after this date, including field modifications, must be reviewed by this office to insure continued conformance with applicable codes. Please review carefully all comments attached, as failure to comply with instructions in this report can result in suspension of permit to build. D A Right-of-Way permit is required prior to construction of the following improvements: DENIAL Please sea^TtieA attached report of deficiencies marked wim D. .Wake necessary corrections to plans or specifications for compliance with applicable codes and standards. Submit corrected plans and/or specifications to this office for review. Pate: //// By: By: Date: Date: By: FOR OFFICIAL USE ONLY ENGINEERING AUTHORIZATION TO ISSUE BUILDING PERMIT: Date: ATTACHMENTS D Dedication Application D Dedication Checklist D Improvement Application D Improvement Checklist D Future Improvement Agreement D Grading Permit Application D Grading Submittal Checklist D Right-of-Way Permit Application [] Right-of-Way Permit Submittal Checklist and Information Sheet D Sewer Fee Information Sheet ENGINEERING DEPT. CONTACT PERSON Name: TANIYA BARROWS City of Carlsbad Address: 1635 Faraday Avenue, Carlsbad, CA 92008 Phone: (760) 602-2773 CFD INFORMATION Parcel Map No: Lots: Recordation: Carlsbad Tract: 1635 Faraday Avenue • Carlsbad, CA 92008-7314 • (76O) 6O2-272O • FAX (76O) 6O2-8562 FMUlLD>NGPLANt>«CKCKLSTFOia(.Ilijc j Rw. 7/1*00 BUILDING PLANCHECK CHECKLIST cr SITE PLAN ST >NO., EJ D D 1 • Provide a fully dimensioned site plan drawn to scale. Show: \Q> _£— Right-of-Way Width & Adjacent Streets JB. Existing & Proposed Structures G. Driveway widths p. Existing Street Improvements ^H^ Existing or proposed sewer lateral Property Lines \L Existing or proposed water service Easements J>-JExisting or proposed irrigation service 2. Show on site plan: Drainage Patterns 1. Building pad surface drainage must maintain a minimum slope of one percent towards an adjoining street or an approved drainage course. 2. ADD THE FOLLOWING NOTE: "Finish grade will provide a minimum positive nage of 2% to swale 5' away from building." j£,Existing & Proposed Slopes and Topography C. Size, type, location, alignment of existing or proposed sewer and water service (s) that serves the project. Each unit requires a separate service, however, second dwelling units and apartment complexes are an exception. D. Sewer and water laterals should not be located within proposed driveways, per standards. 3. Include on title sheet: A. Site address B. Assessor's Parcel Number C. Legal Description For commercial/industrial buildings and tenant improvement projects, include: total building square footage with the square footage for each different use, existing sewer permits showing square footage of different uses (manufacturing, warehouse, office, etc.) previously approved. EXISTING PERMIT NUMBER DESCRIPTION FltBUILDING PLANCHECK CKLST FORM.doc BUILDING PLANCHECK CHECKLIST i ST 0ND oRD2NU 3KU DISCRETIONARY APPROVAL COMPLIANCE D D 4a. Project does not comply with the following Engineering Conditions of approval for Project No. D 4b. All conditions are in compliance. Date: IZl ' DEDICATION REQUIREMENTS D D 5. Dedication for all street Rights-of-Way adjacent to the building site and any storm drain or utility easements on the building site is required for all new buildings and for remodels with a value at or exceeding $ 15.000 . pursuant to Carlsbad Municipal Code Section 18.40.030. Dedication required as follows: _ Dedication required. Please have a registered Civil Engineer or Land Surveyor prepare the appropriate legal description together with an 8 V£" 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 n 6a. All needed public improvements upon and adjacent to the building site must be constructed at time of building construction whenever the value of the construction exceeds $ 75.000 . pursuant to Carlsbad Municipal Code Section 18.40.040. -^-" Public improvements required as follows: Attached please find an application form and submittal checklist for the public improvement requirements. A registered Civil Engineer must prepare the appropriate improvement plans and submit them together with the requirements on the attached checklist to the Engineering Department through a separate plan check process. The completed application form and the requirements on the FWULDING PLANCHECK CKLST FORM.doc 3RD BUILDING PLANCHECK CHECKLIST checklist must be submitted in person. Applications by mail or fax are not accepted. Improvement plans must be approved, appropriate securities posted and fees paid prior to issuance of building permit. Improvement Plans signed by: Date: 6b. Construction of the public improvements may be deferred pursuant to Carlsbad Municipal Code Section 18.40. Please submit a recent property title report or current grant deed on the property and processing fee of $310 so we may prepare the necessary Neighborhood Improvement Agreement. This agreement must be signed, notarized and approved by the City prior to issuance of a Building permit. Future public improvements required as follows: D D 6c, Enclosed please find your Neighborhood Improvement Agreement. Please return agreement signed and notarized to the Engineering Department. Neighborhood Improvement Agreement completed by: Date: D D D 6d. No Public Improvements required. SPECIAL NOTE: Damaged or defective improvements found adjacent to building site must be repaired to the satisfaction of the City Inspector prior to occupancy. GRADING PERMIT REQUIREMENTS The conditions that invoke the need for a grading permit are found in Section 11.06.030 of the Municipal Code. D 7a. Inadequate information available on Site Plan to make a determination on grading I J requirements. Include accurate grading quantities (cut, fill import, export). 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: 7c. Graded Pad Certification required. (Note: Pad certification may be required even if a grading permit is not required.) F:«UIU)INGPUVCHECKCKLSTFORM.(toc ST *JJO oRD ** BUILDING PLANCHECK CHECKLIST D 7d .No Grading Permit required. Q D D 7e. If grading is not required, write "No Grading" on plot plan. MISCELLANEOUS PERMITS D D D 8. A RIGHT-OF-WAY PERMIT is required to do work in City Right-of-Way and/or private work adjacent to the public Right-of-Way. Types of work include, but are not limited to: street improvements, tree trimming, driveway construction, tying into public storm drain, sewer and water utilities. Right-of-Way permit required for: _ D D D 9. INDUSTRIAL WASTE PERMIT If your facility is located in the City of Carlsbad sewer service area, you need to contact the Carlsbad Municipal Water District, located at 5950 El Camino Real, Carlsbad, CA 92008. District personnel can provide forms and assistance, and will check to see if your business enterprise is on the EWA Exempt List. You may telephone (760) 438-2722, extension 7153, for assistance. Industrial Waste permit accepted by: Date: D D D 10. NPDES PERMIT Complies with the City's requirements of the National Pollutant Discharge Elimination System (NPDES) permit. The applicant shall provide best management practices to reduce surface pollutants to an acceptable level prior to discharge to sensitive areas. Plans for such improvements shall be approved by the City Engineer prior to issuance of grading or building permit, whichever occursTirst. D D 11- V Required fees are attached Q No fees required WATER METER REVIEW D D D 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. F^BUIUMNQ PLANCHECK CKLST FORM.doc BUILDING PLANCHECK CHECKLIST D D D • If owner/developer proposes a size other than the "standard", then owner/developer must provide potable water demand calculations, which include total fixture counts and maximum water demand in gallons per minute (gpm). A typical fixture count and water demand worksheet is attached. Once the gpm is provided, check against the "meter sizing schedule" to verify the anticipated meter size for the unit. • Maximum service and meter size is a 2" service with a 2" meter. • If a developer is proposing a meter greater than 2", suggest the installation of multiple 2" services as needed to provide the anticipated demand, (manifolds are considered on case by case basis to limit multiple trenching into the street). 12b. Irrigation Use (where recycled water is not available) AH 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 T, and potable water is typically a circled "W". The irrigation service should look like: STA1+00 Install 2" service and 2. 3. 1.5: meter (estimated 100 gpm) If the improvement plans do not list the irrigation meter and the service/meter will be installed via another instrument such as the building plans or grading plans (w/ a right of way permit of course), then the applicant must provide irrigation calculations for estimated worst-case irrigation demand (largest zone with the farthest reach). Typically, Larry Black has already reviewed this if landscape plans have been prepared, but the applicant must provide the calculations to you for your use. Once you have received a good example of irrigation calculations, keep a set for your reference. In general the calculations will include: • Hydraulic grade line • Elevation at point of connection (POC) • Pressure at POC in pounds per square inch (PSI) • Worse case zone (largest, farthest away from valve • Total Sprinkler heads listed (with gpm use per head) • Include a 10% residual pressure at point of connection In general, all major sloped areas of a subdivision/project are to be irrigated via separate irrigation meters (unless the project is only SFD with no HOA). As long as the project is located within the City recycled water FrtBUBJJING PWNCHECK CKLST FORMjlOC iST BUILDING PLANCHECK CHECKLIST service boundary, the City intends on switching these irrigation services/meters to a new recycled water line in the future. 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: F:\BUILDING PLANCHECK CKLST FORM .doc ENGINEERING DEPARTMENT FEE CALCULATION WORKSHEET Estimate based on unconfirmed information from applicant. Calculation based on building plancheck plan submittal. Address: $\(j(\ O €>t£ii T liAT Prepared by:Date: Bldg. Permit No.. Checked by: _Date: EDU CALCULATIONS: List types and square footages for all uses. Types of Use: Q&d _ Sq. Ft./Units: Types of Use: _ Sq. Ft./Units: APT CALCULATIONS: List types and square footages for all uses. Types of Use: f-^W Sq. Ft/Units: Types of Use: Sq. Ft/Units: EDU's: EDU's: ADT's:. ADT's: FEES REQUIRED: WITHIN CFD: D YES (no bridge & thoroughfare fee in District #1, reduced Traffic Impact Fee)DNO D 1.PARK-IN-LIEUFEE FEE/UNIT: PARK AREA & #: X NO. UNITS:=$. D 2. TRAFFIC IMPACT FEE ADTs/UNITS:X FEE/ADT:=$. D D n R- F— ~- 3. BRIDGE AND THOROUGHFARE FEE ADPs/UNITS: 4. FACILITIES MANAGEMENT FEE UNIT/SQ.FT.: 5. SEWER FEE EDU's: BENEFIT AREA: EDU's: ^6. SEWER LATERAL ($2,500) ^. DRAINAGE FEES PLDA X) ACRES: «cA 7" (DIST. #1 DIST. #2 X FEE/ADT: ZONE: X FEE/SQ.FT./UNIT: X FEE/EDU: X FEE/EDU: : HIGH /LOW ^ X FEE/AC: ^J / DIST. #3 ) =$ =$ =$ =$ =$ ^ =s II. 0^ D 8. POTABLE WATER FEES UNITS CODE CONNECTION FEE METER FEE SDCWA FEE IRRIGATION F:\FEE CALCULATION WORKSHEET.doc 1 Of 2 Rev. 7/14/00 ENGINEERING DEPARTMENT FEE CALCULATION WORKSHEET D 9. RECLAIMED WATER FEES UNITS CODE CONNECTION FEE METER FEE TOTAL OF ABOVE FEES*: $ *NOTE: This calculation sheet is NOT a complete list of all fees which may be due. Dedications and Improvements may also be required with Building Permits. 2 of 2F:\FEE CALCULATION WORKSHEET.CIOC Rev. 7/14/00 f ft S PLANNING DEPARTMENT BUILDING PLAN CHECK REVIEW CHECKLIST Plan Check No. CB OF Planner APN: Address Phone (760) 602- Type of Project & Use: Zoning: A?£- General Plan: CFD (in/out) #_Date of participation: Net Project Density: Facilities Management Zone: Remaining net dev acres: Circle One (For non-residential development: Type of land used created by this permit- ! ) Legend: ^ Item Complete Q Item Incomplete - Needs your action Environmental Review Required: YES NO TYPE DATE OF COMPLETION: Compliance with conditions of approval? If not, state conditions which require action. Conditions of Approval: Discretionary Action Required: APPROVAL/RESO. NO. PROJECT NO. YES NO TYPE DATE OTHER RELATED CASES: : Compliance with conditions or approval? If not, state conditions which require action. Conditions of Approval: : DD DD Coastal Zone Assessment/Compliance Project site located'in Coastal Zone? YES NO CA Coastal Commission Authority? YES NO If California Coastal Commission Authority: Contact them at - 7575 Metropolitan Drive, Suite 103, San Diego CA 92108-4402; (619)767-2370 Determine status (Coastal Permit Required or Exempt): Coastal Permit Determination Form already completed? YES NO If NO, complete Coastal Permit Determination Form now. Coastal Permit Determination Log #: . Follow-Up Actions: 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 (Effective date of Inclusionary Housing Ordinance - May 21,1993.) Data Entry Completed? YES NO (A/P/Ds, Activity Maintenance, enter CB#, toolbar, Screens, Housing Fees, Construct Housing Y/N, Enter Fee, UPDATE!) Site Plan: H:\ADMJN\eOUNTER\Bld0PJnchkR»vChkJst 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. Policy 44 - Neighborhood Architectural Design Guidelines 1. Applicability: YES V NO 2. Project complies YES. NO frcm tfnn jXbn Zoning: 1 . Setbacks: Front: Interior Side: Street Side: Rear: Top of slope: 2. \Accessoi7 structure Intaror Side: SreglSide: riear:\ 'Structur^Jseparation 3. Lot Coverage: Required Required Required Required Required setbacks: Required Required Required Required : Required Required ' 2-^ Shown 2-' 60-5 Shown fi?'^~ — Shown "" — I "^ Shown / <y •— - Shown -^' Shown Shown Shown Shown Shown «*JO°(i shown 2^ V* 4. Height: 5. Parking: Required Spaces Required Shown Shown (breakdown by uses for commercial and industrial projects required) Residential Guest Spaces Required ; Shown ItLAdditional Comments &>n1rt du-fe fo . /r f/rA-ftffto rtfi PACA OKTO ISSUE AND ENTERED APPROVAL INTO COMPUTER H:\ADMIN\COUNTER^IdgPlnchkRevChklst Rev 9/01 MIKE SURPRENANT & ASSOCIATES Consulting Structural Engineers STRUCTURAL CALCULATIONS Project: Moffatt Addition 2011 Escenico Terrace Carlsbad, California 92009 Prepared for: Samuel B. Wright Wright Design 2911 State Street Carlsbad, California 92008 Project No.: 04294 Date: January 11, 2005 335 15th Street San Diego, California 92101 Tel. (619) 5fl.07»*70758 MIKE SURPRENANT & ASSOCIATES Consulting Structural Engineers JOB.oFfATT SHEET NO-OF. CALCULATED BY_ CHECKED BY SCALE DATE. DATE. TABLE OF CONTENTS 1. PROJECT SCOPE 2. DESIGN CRITERIA SUMMARY 3> 3. DESIGN LOADS 4. VERTICAL ANALYSIS: A. HORIZONTAL MEMBER DESIGN (BEAMS, HEADERS, JOISTS, ETC.) ___§ B. VERTICAL MEMBER DESIGN (COLUMNS, STUDS, ETC.) 5. LATERAL ANALYSIS: / A. SEISMIC / WIND LOADS _±L B. LATERAL LOAD DISTRIBUTION C. LATERAL LOAD-RESISTING DESIGN: I. SHEARWALL DESIGN / II. CANTILEVERED STEEL COLUMN ELEMENTS III. STEEL MOMENT FRAMES D. REDUNDANCY FACTOR VERIFICATION 6. FOUNDATION DESIGN: A. CONTINUOUS FOOTINGS \& _ B. SPREAD FOOTINGS V^ C. RETAINING WALLS '— D. SPECIAL SYSTEMS — I. GRADE BEAMS — II. DEEPENED PIERS — 7. SCHEDULES |5 A. SHEARWALL SCHEDULE L± B. HOLD DOWN SCHEDULE j'S C. SIMPSON STRONGWALL SCHEDULE Uo D. SPREAD FOOTING SCHEDULE ppnnrnmm JOB. MIKE SURPRENANT & ASSOCIATES Consulting Structural Engineers SHEET NO. CALCULATED BY- CHECKED BY SCALE - OF_L DATE. DATE. GOVERNING CODE: CONCRETE: MASONRY: MORTAR: GROUT: REINFORCING STEEL: STRUCTURAL STEEL: WELDING: SAWN LUMBER: I-JOISTS: MICROLLAMS/ PARALLAMS/ TIMBERSTRAND GLULAMS: SOIL: DESIGN CRITERIA SUMMARY 2001 C.B.C. f c = 2500 PSI, NO SPECIAL INSPECTION REQ'D, (U.N.O.) ASTM C90, f m = 1500 PSI, NO SPECIAL INSPECTION REQ'D, (U.N.O.) ASTM C270, f c = 1800 PSI, TYPE S ASTM C476, f c = 2000 PSI ASTM A615, Fy = 40 KSI FOR #3 AND SMALLER ASTM A615, Fy = 60 KSI FOR #4 AND LARGER (U.RO.) ASTM A992, Fy = 50 KSI (ALL * W SHAPES, ONLY) ASTM A36, Fy = 36 KSI (STRUCTURAL PLATES, ANGLES, CHANNELS) ASTM A500, GRADE B, Fy = 46 KSI (STRUCTURAL TUBES-HSS) ASTM A53, GRADE B, Fy = 35 KSI (STRUCTURAL PIPES) E70-T6-TYP. FOR STRUCTURAL STEEL E90 SERIES FOR A615 GRADE 60 REINFORCING BARS DOUG FIR LARCH, ALLOWABLE UNIT STRESSES PER 1997 UBC. TrusJoist MacMillan - ICBOPFC-4354 (TJI & TJI/PRO MEMBERS) TrusJoist MacMillan - ICBO PFC-4354 - (LVL/PSL/LSL MEMBERS) DOUGLAS FIR OR DOUGLAS FIR/HEM GRADE 24F-V4 (SIMPLE SPANS) GRADE 24F-V8 (CANTILEVERS) EXISTING NATURAL SOIL VALUES PER UBC TABLE 18-I-A SOIL CLASSIFICATION - SOILS REPORT BY: DATED: ALLOWABLE BEARING PRESSURE ACTIVE SOIL PRESSURE (CANTILEVER) ACTIVE SOIL PRESSURE (RESTRAINED) PASSIVE SOIL PRESSURE COEFFICIENT OF FRICTION ; QOQ PSF PCF PCF PCF PRODUCT 207 MIKE SURPRENANT & ASSOCIATES Consulting Structural Engineers JOB. SHEET NO CALCULATED BY CHECKED BY SCALE DATE . DATE. ROOF DEAD LOAD: ROOFING MATERIAL SHEATHING RAFTERS/C J. (or) TRUSSES INSULATION DRYWALL OTHER (ELEC, MECH., MISC.) TOTAL DEAD LOAD: LIVE LOAD: TOTAL LOAD: FLOOR fa/A ) DEAD LOAD:V FLOORING FINISH LT WEIGHT CONCRETE ( in.).... SHEATHING JOISTS DRYWALL OTHER (ELEC., MECH., MISC.) TOTAL DEAD LOAD: LIVE LOAD: TOTAL LOAD: EXTERIOR WALL STUDS DRYWALL INSULATION EXTERIOR FINISH OTHER TOTAL LOAD: INTERIOR WALL STUDS DRYWALL OTHER TOTAL LOAD: DESIGN LOADS CASEl MATERIAL: 7~/^£~ SLOPE: «f//2~ fa-0 PSF 1.5 4.0 1.5 2.5 0.5 2-« .0 PSF lb .0 PSF 3> .0 PSF FLOOR MATERIAL: PSF 2.0 3.5 2.5 3.0 .0 PSF .0 PSF .0 PSF FINISH: £7V£O 1.0 PSF 2.5 1.5 /O.Q 1.0 /(..O PSF CASEH PSF 1.5 4.0 1.5 2.5 .0 PSF .0 PSF .0 PSF DECK PSF 2.0 3.5 2.5 3.0 .0 PSF .0 PSF .0 PSF 1.0 PSF 2.5 1.5 .0 1.0 .0 PSF 1.0 PSF 5.0 1.0 7* PSF PRODUCT 207 MIKE SURPREN ANT & ASSOCIATES Consulting Structural Engineers JOB. SHEET NO.. CALCULATED BY- CHECKED BY SCALE OF DATE. DATE, HORIZONTAL MEMBER DESIGN LEVEL: ¥-<=><=> F MEMBERS: ^Fn>M S LABEL: /B- ( SPAN= 1 t" FT. Q'UNIFORM LOAD D POINT LOAD (CENTERED) U CUSTOM LOADING (.SEE DIAGRAM) Pl = P7 = RI = 5X^ ~2- ibs VMAX= ^-i-H^-lbs . .,-?.. MMAX= 1©^*-° ft-Ibs USE: 3/2^X U T& GRADE: f$t~ C: ALT: GRADE: C: LABEL: £&-*£- SPAN= \b> FT. IH^UNIFORM LOAD D POINT LOAD (CENTERED) LJ CUS'lUM LOADING (SEE DIAGRAM) W2 = p _ PZ = R!,= (aO 4^ Ibs VMAX = U-?p 4^ * Ibs , .7 MMAX= ^-/9^ ft-lbs USE: 5/1- XI' ^ GRADE: J>5C C: ALT: GRADE: C: LABEL: ^^~3 SPAN= l"7 FT. 0^ UNIFORM LOAD D POINT LOAD (CENTERED) LJ CUS'IOM LOADING (SEE DIAGRAM) w (^^ }(^c -)"^\«f>»'= ^ Pi - VMAX = w@ 6 5> Ibs , , * MMAX= ~Z-°I2£>® ft-lbs USE: S/4X ( t" GRADE: -jPSc C: ALT: 7 X M"7^ GRADE: PS^ C:I ss RD= SX^X Ibs E = 2.'OOO ksi IREO-D = ^(s7 in* s E = P^ooO ksi IREO'D = 6j f in4 ss E = 2-^00 ksi IREO'D = Gsfyfa in4 PRODUCT a07 MIKE SURPRENANT & ASSOCIATES Consulting Structural Engineers JOB. SHEET NO..OF. CALCULATED BY. CHECKED BY SCALE DATE. DATE. LEVEL: fi&of MEMBERS: H~£+\$ f£ 5 LABEL: £H~I SPAN= 6t 5 FT. M UNIFORM LOAD D POINT LOAD (CENTERED) LJ CUS'lUM LOADING (SEE DIAGRAM) W2 = Pi = P7 = Rr = ./4~« Ibs VMAX = / 4" ^2> Ibs MMAX= 30*1 ^ ft-lbs USE: <T X & GRADE: # 2- C: ALT: GRADE: C: LABEL: SPAN= FT. D UNIFORM LOAD D POINT LOAD (CENTERED) LJ CUS'lUM LOADING (SEE DIAGRAM) P, = R, = Ibs VMAX = Ibs MMAX= ft-lbs USE: GRADE: C: ALT: GRADE: C: LABEL: SPAN= FT. D UNIFORM LOAD D POINT LOAD (CENTERED) U <JUS 1OM LOADING (SEE DIAGRAM) ' ' " W2 =Pi = Pi = R,.= Ibs VMAX - Ibs MMAX= ft-lbs USE: GRADE: C: ALT: GRADE: C: / RB= / 7 53 Ibs E = Its oo ksi IREO'D = ^i in4 , s Rn = Ibs E = ksi IREO'D = in4 j s R= = Ibs E = ksi IREO'D = in4 PRODUCT 207 JOB. MIKE SURPRENANT & ASSOCIATES Consulting Structural Engineers SHEET NO. CALCULATED BY_ CHECKED BY SCALE DATE. DATE. AREA: Seismic: V = (2.5 C. I/ R> W. - (Governs) 1.4 (ASD) Seismic Zone _^L_ Z = O**r Soil Profile = £te N.= //3c,= "^T? I = 1.0 (Standard Occupancy) R = _£JL_ W, = Total Seismic Dead Load BASE SHEAR: V = <9*/*3\V. (ASD Load) (Assume p = 1.0, Verification to Follow) ROOF WEIGHT: Diaphragm = LATERAL ANALYSIS / DESIGN (SEISMIC / WIND LOADS) Wind: P = CeCqqsI IlmaY *•"Method Exposure C.= *>.72- ft Basic Wind Speed TJBC Table 16-G UBC Table 16-H psf mph Cq = _£j_A q* = /*> Iw = 1.0 (Non-Essential Facility) = Ct Cq qs I = U& psf LBSS S Exterior Wall Weight = ( Interior Wall Weight a _ Total Weight (Tributary to Diaphragm) = FLOOR WEIGHT: Diaphragm = Exterior Wall Weight =. Interior Wall Weight = Total Weight (Tributary to Diaphragm) = FLOOR WEIGHT: Diaphragm =. Exterior Wall Weight - Interior Wall Weight - . Total Weight (Tributary to Diaphragm) = _ TOTAL DEAD LOAD, Wt = BASE SHEAR, V = Qjt£ Wt = .LBS .LBS .LBS .LBS .LBS .LBS .LBS .LBS .LBS LBS 71,02-0 LBS UNIT SHEAR, v = V / Area (Applies to single level structures only) = 3 00 LBS PSF PRODUCT 207 JOB.o MIKE SURPRENANT & ASSOCIATES Consulting Structural Engineers SHEET NO..OF.il CALCULATED BY_ CHECKED BY SCALE DATE. DATE. ' Story Shearwalls Gridline 1 Tributary Area (This Level): Lateral Load (This Level): Lateral Load (Level Above): Shearwall(s) Length, L = Unit Wall Shear, v = FX/L = Shearwall Type: \\ f Overturninc: L = Uplift^ Holdown Anchor Type: 2,Gridline Tributary Area (This Level): Lateral Load (This Level): Lateral Load (Level Above): Shearwall(s) Length, L = Unit Wall Shear, v = F^/L = Shearwall Type: (^J Overturning: . L = Uplift= (4^57" Holdown Anchor Type: Gridline -^ Tributary Area (This Level): Lateral Load (This Level): Lateral Load (Level Above): Shearwall(s) Length, L = Unit Wall Shear, v = Fx/L = Shearwall Type: \l f Overturning: L = Uplift = Holdown Anchor Type: SHEARWALL DESIGN A/"" ^ Direction Unit Lateral Load, v = .?• i , (f'l/'O^ /5k (o&Q —-Total Load f All Levels). F, = &Q& &'*> ft. "7 2- plf y 1. \tn •=- &4 J>LF *^" 4 ' \(a /o ItslCf^^^ -fH"^ ^iV/Kj^ANC ^ (/{-I ( 5"E^ fc-£S>\s*&& v £y \ ft. Ir Okay bv Inspection Lbs D (?• **/*, )(u}i- v y^)(50 ) ^ / 2 oc? 4 7c?3- — Total Load f All Levels). F. = f 7 "3 ?,£ ft. <H5 plf Xi.\U s- ^li^LP ^ T»-^ ft. Okay by Inspection g> )'=• 3^C^\ Lbs».'6- 4?' E bn^b5 (^^/^(^ o ) "=- /i? 5<? <f <? *?5" —Total Load f All Levels). R = to <=}<?> 2.2-.? ft. /<3i_ plf X 1. 1C, -211 ftf^^- ft. **x'^Okav bv Inspection Lbs D psf sq. ft. Lbs Lbs Lbs .cl« sq.ft. Lbs Lbs Lbs ?5/J>5 sq.ft. Lbs Lbs Lbs D PRODUCT 207 MIKESURPRENANT & ASSOCIATES Consulting Structural Engineers JOB. SHEET NO..OF. CALCULATED BY- CHECKED BY SCALE DATE. DATE. / &'f Storv Shearwalls Gridline A f B / Tributary Area (This Level): V Lateral Load (This Level): Lateral Load (Level Above): Shearwall(s) Length. L = Unit Wall Shear, v = F,/L = 474" Shearwall Tvpe: (£y (H 5*M Overturning: L = "" Uplift = Holdown Anchor Type: r^ _ t i *^ («ie~W Direction Unit Lateral Load, v = 3'\ psf 4Vt)(r54)^ /a/$ 47^1 Lbs ' — Lbs Total Load (All Levels). K= 47 3T Lbs \<3 ft- plf XUfe-^Sof UP i^ ft. Okav bv Inspection ' Lbs £>£$- ^^N</P- Gridline CL /l*y^Nxp_".V./'^x>\^ \ Tributary Area (This Level): ^T "' Lateral Load (This Level): Lateral Load (Level Above): Shearwall(s) Length. L = Unit Wall Shear, v = F,/L = "3 & 4- Shearwall Type: (3^ Overturning: L = 3 < ^uplift - C^bt ^re> )-.*\ Holdown Anchor Type: rrri Gridline Tributary Area (This Level): Lateral Load (This Level): Lateral Load (Level Above): Shearwallfs) Length. L = Unit Wall Shear, v = F,/L = Shearwall Type: ( ^ Overturning: L = Uplift = Holdown Anchor Type: i — i *-/^- ^ y"r ^ ^^-/L2-0/" y^^5 sq.ft. "SUb^ Lbs Lbs Total Load (All Levels). F.= 5G34 Lbs /^/> ft. Plf X\,\ W - $22 fLF-r ft. Okay by Insp_ection L^>Mlt.») 1-(\o)ftLo.*n3(K* Z^i> Lbs YUfe- 277feli>5 ^n^"^ sq. ft. Lbs Lbs Total Load (All Levels). F. = Lbs ft. - P^ ft. Okay by Inspection Lbs PRODUCT 207 JC* MIKE SURPRENA1ST # & ASSOCIATES SHEETNO ^ OF- Consulting Structural Engineers CALCULATED BY DATE. CHECKED BY DATE. SCALE REDUNDANCY FACTOR CALCULATION (UBC 1630.1.1) FLEXIBLE DIAPHRAGM WITH WOOD STRUCTURAL PANEL SHEARWALLS Vmax = f 7°3> Lbs (Total lateral load at Gridline " *2. ") lw - ^f? ft (Total Sum of Lengths of Shearwalls at Gridline) F = /// J^^ Lbs (Story Shear) AB = ^ * ^^ sq.ft. (Ground Floor Area of Structure) CALCULATIONS: rmax = 0.4*6 rmax p = 2. - * .__ = - 1.0" D PRODUCT207 MIKE SURPRENANT & ASSOCIATES Consulting Structural Engineers <f „ n CALCULATED BY_DATE. DATE. FOUNDATION DESIGN ALLOWABLE APPLIED LOADS Allowable Soil Bearing Pressure (ASBP) = /,Q&Q psf (Per Design Criteria) CONTINUOUS FOOTINGS 1 **^ MARK: CF-1 Ftg. Width (b) = / ft.Depth of Ftg. (h) = 00 * Plf ft. USE: /2~"WIDEx / 2- "DEEP. WITH 2~ #TOP & BOTTOM MARK: Cf-2 Ftg. Width (b) = _ft. Depth of Ftg. (h) =ft. -Plf USE:WIDE x DEEP. WITH #TOP & BOTTOM @ Gridline @ Gridline WMAX @ Gridline @ Gridline -plf -Plf -plf -plf USE: CF- USE: CF- USE: CF- USE: CF- D PRODUCT 207 JOB. MIKE SURPRENANT & ASSOCIATES Consulting Structural Engineers SHEET NO.. CALCULATED BY- CHECKED BY SCALE DATE. DATE. CONTINUOUS FOOTINGS - MAX POST LOADS MARK: CF-1 PMAX = ASBP(b)(2h) =_ MARK: CF-2 PMAX = ASBP(b)(2h) =. 2h (ft.) h(ft.) LBS. JLBS. D PRODUCT 207 MIKE SURPRENANT & ASSOCIATES Consulting Structural Engineers JOB. SHEET NO. CALCULATED BY, CHECKED BY SCALE DATE. DATE. SPREAD FOOTINGS - MAX. ALLOWABLE CONCENTRATED LOADS PMAX MARK:IM PMAX =ASBP(b)2 = b (ft.) LBS. h(ft.) USE: 24" SQUARE x " DEEP WITH (2) # 4 EACH WAY @ BOTTOM MARK: M PMAX =ASBP(b)2 =LBS USE: 30" SQUARE x " DEEP WITH (3) # 4 EACH WAY @ BOTTOM MARK: PMAX =ASBP(b)2 =LBS. USE: 36" SQUARE x " DEEP WITH (4) # 4 EACH WAY @ BOTTOM PMAX =ASBP(b)2 =LBS. USE: 42" SQUARE x " DEEP WITH (5) # 4 EACH WAY @ BOTTOM MARK: P-5 PMAX =ASBP(b)2 =LBS. USE: 48" SQUARE x " DEEP WITH (6) # 4 EACH WAY @ BOTTOM D PRODUCT 207 JOB MIKE SURPRENANT .~ , & ASSOCIATES SHEET N0 — OF-J Consulting Structural Engineers CALCULATED BY DATE, DATE. SCHEDULES MIKE SURPKENANT & ASSOCIATES Consulting Structural Engineers JOB. SHEET NO.. &4^ SPAI F aHpH I-Hu ffi © I © © ifi ?* 3fi* O vSK 9 5I i \t 1 g i^ sis S p§ a <O Sci 2(u £| f isli <«ISD nu ig u 4 y t^P tu6 8H !» = Ul •|i jlE 8ta s* e 2SB| ^ i§ ^E 9£ d<r ^ ui s UJs © « s5 3.sId II? i S 8 f< Ai 6 $ § 3 3 % & * vg ? 6 *t III is^ in i smis Hifs is I§ O ui £ i!H ©© ©®©©© MIKE SURPRENANT & ASSOCIATES Consulting Structural Engineers JOB. SHEET NO. CALCULATED BV_ CHECKED BY SCALE V7 DATE. DATE. HOLD-DOWN SCHEDULE 4x POST W/ MSTC40 FLR-To-FLR HOLD-DOWN 4x POST W M5TC52 FLR-To-FLR HOLD-DOWN 4x POST W MSTC66 FLR-To-FLR HOLD-DOWN 4x POST W/ MSTC78 FLR-To-FLR HOLD-DOWN 4x POST W/ CMSTI4 FLR-To-FLR HOLD-DOWN C34" END LENGTH t (14) 16d TO EA. POST,) 4x POST W/ CMSTI2 FLR-To-FLR HOLD-DOWN (#>' END LENGTH * (\00) 16d TO EA. POST; 4x POST W/ STUDft HOLD-DOWM 4x POST W/ STHDIO HOLD-DOWN 4x POST W/ STHD14 HOLD-DOWN 4x POST W/ PHD2 ON SSTBI6 A.B. POST W/ PHD5 ON SSTB24 A.B. 4x POST W/ PHD6 ON SSTB2B A.B. POST W/ PHD8 ON SSTB28 A.B. 4x POST W HD6A ON SSTB28 A.B. 4x POST W/ HDIOA ON SSTB28 AB. 4x POST W/ HDI4A ON SSTB34 A.B. NOTES; 1) HOLD DOWN ANCHORS MUST BE TIED IN PLACE PRIOR TO FOUNDATION INSPECTION. 2) DEEPEN FOOTINGS TO PROVIDE 3" MIN. CONCRETE COVER WHERE HOLD DOWN ANCHORS ARE LONGER THAN THE FTG DEPTH. 3; USE CRJ) OPTION ON STHD HOLD-DOWNS FOR RAISED WOOD SUB-FLOOR CONDITION. REV, JAN. 2001 PRODUCT 207 MIKE SURPRENANT & ASSOCIATES Consulting Structural Engineers JOB. SHEET NO. CALCULATED BY. CHECKED BY SCALE DATE- DATE, SIMPSON STRONGWALL REV. SEP. 2002 A SUA6x!-4WD SW22X1-4 6UJ22xl-6 60122x8-4 SUJ24x8 6UM8x8 SUJ24x3 SUJ32x3 5W48x3 6UJ24xl0 5(132x10 V SUMSxt0 UJ 50)24x12x6 SUJ32x12x6 5lW8xl2x6 SIMPSON STRONGUJALL FOOTNOTES: 'APPLY TO ALU ICBO • FfC-5485 FOR SNSLE POUR AFfT-ICATlCNS, USE S6TB2B HOLDOUN ANCHOR BOLTS >SND 5/8' x C1 fMKJ MUDSILL 4NCHORS, FOR TUJO-POUR APPLICATIONS, USE S6TB34 HOLDOUN ANCHOR BOLTS AND 5/8' x \b" (TIINJ MUDSILL ANCHORS. PLACE ALL ANCHORS USING A STROH3UWLL TEMPLATE APPROPRIATE FOR THE APPLICATION AND LENGTH Or llWLL FOR EXTERIOR APPLICATIONS, USE 'SWT TYPE TEMPLATES FOR INTERIOR APPLICATIONS, USE -Sum1 TYPE TEMPLATES FOR PANEL FOrai APPLICATIONS, USE -SIUTPP TYPE TEMPLATES USE ALL PROVIDED HARDOWRE FOR ANCHORAGE TO FOUNDATION. USE PROVIDED 5CREILG AND SHIM flF PROVIDED^ FOR CONNECTION TO PBL. TOP PLATE, FOR GARAfiE PORTALS, CONNECT 4XC (MMJ HEADER AT TOP Or IDAU UJTTH PROVIDED SCREU6, PROVIDED TOT' STRAP UHTH ( \8» \Od COMMONS, AND PANEL EXTENSION WTH \0d CCWONS « 3' o/c. CVERTJ t 4' NO MaES, NOTCHES, CUTS, OR OTHER MODIFICATIONS SHALL BE MADE TO THE STRONGUWLL IN ANY CASE EXCEPT AS PERMITTED BY SIMPSON STRON5-TIE, INC. AMD ICBO REPORT. -RP DENOTES RAISED FLOOR OPTION OF STRONfllMLL PLEASE MAKE NOTE OF THIS WHEN ORDERING MATERIALS. ALL -RP MODEL STRONGtMLLS SHALL USE A SIMPSON TUD 1/8-1' OJOT SUPPLIED^ AT EACH HO.DOIN ANCHOR, PRODUCT 207 MIKE SURPRENANT & ASSOCIATES Consulting Structural Engineers JOB. SHEET NO. CALCULATED BY. CHECKED BY SCALE DATE. DATE, SPREAD FOOTING SCHEDULE SYMBOL <P^j> <P^2> <PO> <FM> <P-&> SIZE AND REINFORCEMENT ff"c. 2,500 psl * fy-60k»U 24' SQUARE X/2-" 30" SQUARE X/£" 36' SQUARE X/Z ' 42" SQUARE X/2- " 4&H SQUARE X / 2J' DEEP W/ f2; * 4 EACH DEEP W/ (3; # 4 EACH DEEP W/ (4) * A EACH DEEP W/ (5) * 4 EACW DEEP W/ (&) * 4 EACH WAY WAT WAY WAY WAY FEE"26-2065 63 : 16 L WRIGHT i v* i i yi wnMuD.11/ '60 720 7634 P. 01 tflK NO, 760 6C2 8558 Clty_jpf Carlsbad Hull ..M t mi • ii f CERTIFICATE O rac form rru«( t» ccnp:#»id by the City, th» sppWcant, and th« appraprittt* school diwicta and wumed fe the City prior ia lasting a t&3tfing permit The City *« r»i iuu« try NjiWnfl parmit witneut a completed school fe« form Project SuiWtng Plan Check Number; Project Applicant {Owner Nam*): 9 Type Residential: Second Owning Unft: Residential Additions of Maw JnitB Square Faet of LfVlny Area in NQW Dwelling Square Tset of Living Ar»a in SOU Met Square F«K Naw Area P T Commercial/fnouitnat: Saua;e Faet Floor Area Ctty Certification of Appiicant information,Pate: 7, SCHOOL Matnucta WITHIN Tffpt^giTY gp CARLS»UI> unified School DUtflcl S»n NUfici Unifiwi S&*ioo! &! Ctmifto RMJ 717 Man Way Catetad CA WOW (331*5000) SM Mweoi, CA %M9 {290-2649; Contact: Kiaty Poke O&y App*. Onb'i C^rfftcatior DitgufKi Union Hi&Ji School D*«ricrnu ualor. School Oisvict 11)1 South RMiho 9w» Fe Rd nitas, CA 9202* (W4^t200 cxt i eqrlury. Th« p«*on *K»oitln9 tH* *sd»nfctw {"OMnw*) wrtifes above Is currwef via truf to ttie bo<t of lh« Owrw^ taawwdge. wid Vut th« 0\w*r wll fil* *ft Of payrrwnt irw pay m» aflcwwnii fn rf Oww itqutttt tn IncrHta ir ui» numiw af dw«l;ing untti &r tht IxX*™; e*rmft )« •!««« or if !r« IrWtinJ d«itrmin«tion of uijd or «y«rs footle Sa ^und to Ca inwuract, and •i-.j' {2} tfa Own«r it th« ow,er/a6v»fci»r af tK« aoove dtt^itatd prwtctd}, or that *w pardon »x»«rting thi« 3U(tion»d Tn i^n w oehisit cf ffift Owrt*r S3 : IS MM SftHUEL URllIHT 763 72O 7634 P. 84 mi at.* Mrs tin ji- WH&idHU m NO, 76C 6C2 8558 P. 06 SCHOOL DISTRICT SCHOOL FEE CERTIFICATION (To to completed by the echool tfiitrlet(*)) THIS FORM INDICATES THAT THE SCHOOL DISTRICT REQUIREMENTS FOR THE PROJECT HAVE BEEN OR WILL BE SATISFIED. SCHOOL DISTRICT: The underaignea, being duly authored by the applicable School District, certifies that the developer builder, or owner r^a satisfied the obligation for school fadlftlea. This 19 to certify that the applicant listed on page 1 ha» paid all amount* or completed other applicable scitoot mitigation dettrminad by the School District. The Crty m»y haue building permits for this project. SIGNATURE OF AUTHORIZED SCHOO DISTRICT OFFICIAL TITLE -cr^aiajT NAME OF SCHOOL DISTRICT ! lft1wl)TUDMi -101 SOUTH RAWCHO^ | i_" "" DATE CHOSANW£m. fnirmiTic rAMC ^^".T^.K¥- i, *_*i.i*ii»-n»,,,fc**|*, li>[rUM.4jgg»,N«l« | 'tj "i-wsw*t;ie(-.-,T. IK,, , _ „_———" /r^T:-oi --- PHONE MUM8ER ..,* ***>•** FEB-2t,-2©S5 Q3 : 1 7 M" SrtNUCL UP.IGHTfti u(-o*i mi ^t.r a-769 72(3 7 £-3 4 CHX NU W 812 8558 City of Carlsbad1' ""* IF <••"——HM^_MHHHaHMM_M_^_^__^^^^^^H ii ii (It 11< | Di • p. PAYMENT OF SCI rw* form nui«t M complete* Cy ttw City, the applicant, */ic me aporopfi** achool dlrrlct* «nd returned to tut City prior to issuing a balding p*m>it rh» CKy wi not teaua any fcuildnfl F«rmit without • compfeW schos: *« fom. Project Nvnt; Suildtng Plan Num!>*r; Project Adur A.P.N.: ProjttOt Applicant ( Ownar Nam*); Project Description: BuikJInfi Type: Square Feet of Li'/lng Area in Second Dw»ding Unit: Residential Addition*: Sguam Fact of Ljyjng Afea In SOU ^W Square Feat Maw Area ^ ") 5quare F*»t Floor Area City Certification of Applicant intcrmatton:Data: SCHOOL DISTRICTS WITHIN THE CITY OF CAKLS&AD Carlatoad Unified Sehdol Dism^c «13 El Cum Real Cuiibod CA 92009 (331-5000) Su M*rco< Unified School Dktrict HncinitM UmM School Dutrtst 101 South Rincho Sinta Fe Rd Encmltu, CA 92024 [344-4300 «< 1' Swi Difiuso Unwn Hteh School Diitrci ::«fflnc«lw>of apptfciwU'CVr*^ Thi* aersan ewou^ng Ov* •nfemiadgA prov^M atov* !• -Jo^«ci »r« tn* 10 m» bMt ef t»w OvwWl linowl^clge, Ana !h«t I^B c«rUflc&(i«n of Ofttfitwnl end n>«y the MttttoAai fw if Owntr ftawttt »n inatiu in th« nurtbur af dwinliino unitt or fit?uar« 'ooMQe alto'tte ikdldine ;wnlt ifititnad or rf Ida imtfi! d«tornilnat!an of units or iqufire I'so'.aoe is fturtfl to be ineorr*«t, nfl •'•^: 7; tto/wnsr la th^owntr/dcveloc*'' of )ha above drocrftwj projuctic), or thit the parson sxecxj'.ing tliit dttelaratlon it Dftt*: Avanua *• Carlsbud, CA I&006-7314 • (7SO] 60K-2700 -20e? e:3 : i-• *n -^HUEL WRIGHT rse 720 ?634 FEB-25-2GQ5 ?S! 37'33 AH cm OF Cfffl.8ft> FAX NO. 760 6C2 bob* ' SCHOOL DISTRICT SCHOOL FEE CERTIFICATION (To be computed by the school districts J> *«**t»*»*«*t W«i»»ir«^**«M»*ww**#***w****»**»*»*«***4 »*»**•*•*•*•* **•••*****»***••***»•**•**«* THIS FORM INDICATES THAT THE SCHOOL DISTRICT REQUIREMENTS FOR THE PROJECf HAVE SEEN OR WILL BE SATISFIED. SCHOOL DISTRICT: The undersigned being duly authorized by the applicable School District, certifies tlat the developer, builder, or owner haa satisfied the obligation tor school ftcillttoi. This is to certify that The applicant iw&c on p&^e 1 has paid all amounts or compttad other applka&te school mitigation d#S»rmin«a by the School District. The C!ty may is*u# buiidlnfi pe-mlta for this project, SIGNATURE OF AUTHORIZED SCHOOL. DISTRICT OFFICIAL Eric J. HallAsst. SuperintendenJ/Busmess TITLE " WiW& UNION HIGH SCHOOL DBIMrrNAME OF SCHOOL DISTRICT ™***.UISiaa DATE PHONE NUMBER ^/ 05-20-200 City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 Plan Check Revision Permit No:PCR05090 Building Inspection Request Line (760) 602-2725 Job Address: Permit Type: Parcel No: Valuation: Reference #: Project Title; Applicant: FFATTJERRY J&PEGGY 662 GALICIA WAY RLSBADCA 92009 2011 ESCENICO TERRACE CBAD PCR 2164820800 Lot#: 0 $0.00 Construction Type: NEW CB050121 RES- DEF TRUSS SUBMIT Status: ISSUED Applied: 05/06/2005 Entered By: LSM Plan Approved: 05/20/2005 Issued: 05/20/2005 Inspect Area: Owner: MOFFATT JERRY J&PEGGY L 2662 GALICIA WAY CARLSBAD CA 92009 Plan Check Revision Fee Additional Fees $60.00 $0.00 Total Fees:$60.00 Total Payments To Date:$0.00 Balance Due:$60.00 8771 05/20/05 0002 01 02 OF"60 »00 Inspector: FINAL APPROVAL Date:Clearance: NOTICE: Please take NOTICE that approval of your project Includes the "Imposition" of fees, dedications, reservations, or other exactions hereafter collectively referred to as "fees/exactions." You have 90 days from the date this permit was issued to protest imposition of these fees/exactions. If you protest them, you must follow the protest procedures set forth in Government Code Section 66020(a), and file the protest and any other required information with the City Manager for processing in accordance with Carlsbad Municipal Code Section 3.32.030. Failure to timely follow that procedure will bar any subsequent legal action to attack, review, sel aside, void, or annul their imposition. You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capacity changes, nor planning, zoning, grading or other similar application processing or service fees in connection with this project. NOR DOES IT APPLY to any fees/exactions oiwJiich vou have previously been oJven a NOTICE similar to this, or as to which the statute of limitations has previously otherwise expired. PERMIT APPLICATIONCITY OF CARLSBAD BUILDING DEPARTMENT1635 Faraday Ave., Carlsbad, CA 92008TT£^tA2^cj£.:f«:*$*(£.-!!; "...rVf;;g^CfiNjj OU-*S.jX.\^>FOR OFFICE USE ONLYPLAN CHECK NO. PGAEST. VAL.Plan Ck. DepositValidated ByDateAddress (include Bids/Suite *)Business Name (at this address)Legal Description Lot No.Subdivision Name/Number Unit No.Phase No.Total # of unitsAssessor's Parcel f Existing Use Proposed UseDescription of Work SO. FT.)Tof Stories 9 of Bedrooms * of Bathrooms Name Addreas City State/Zip Telephone * r J -!„ * Name Address City State/Zip Telephone» Sl§»$ij|^^ (Sec. 7031.6 Business and Professions Code: Any City or County which requires a permit to construct, alter, improve, demolish or repelr any structure, prior to Its Issuance, also requires the applicant for such permit to file a signed stetement that he la 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 live hundred dollars 1*500]). Name Address State License * License Class Designer Name Address State License * , City State/Zip Telephone * City Business License # City State/Zip Telephone Workers' Compensation Declaration: I hereby affirm under penalty of perjury one of the following declarations: Q 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. Q I have and will maintain workers' compensation, as required by Section 3700 of the Ljbor 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 NEEP NOT BE COMPLETED IF THE PERMIT IS FOR ONE HUNDRED DOLLARS 1*1001 OR LESS) Q CERTIFICATE OF EXEMPTION: I certify thet in the performance of the work for whtch this permit Is issued, I shall not employ any person In any manner so as to become subject to the Workers' Compensation Laws of California. WARNING: Failure- to -secure workers' compensation coverage Is unlawful, and ahaR subject an employer to criminal penartias and clvfl fines up to one hundred thousand dollars (*100,OOO), In addition to the cost of compensation, damages as provided for In Section 3706 of the Labor code. Interest and attorney'* fees. SIGNATURE DATE I hereby affirm that I am exempt from the Contractor's License Law for the following reason: 0 '> *' 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 ere 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). Q I, as owner of the property, em exclusively contracting with licensed contractors to construct the project '(Sec. 7044, Business end 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}. n I am exempt under Section _ L Business and Professions Code for this reason: 1 . I personally plan to provide the major labor end materials for construction of the proposed property improvement. Q YES QNO 2. I (have / have not) signed an application for a building permit for the proposed work. 3. I have contracted with the following person (firm) to provide the proposed construction {Include name / address / phone number / contractors license number): 4. I plan to provide portions of the work, but I have hired the following person to coordinate, supervise and provide the major work (Include name / address / phone number / contractors license number); __ __ _ __ __ _ __ _____ 5. I will provide some of the work, but I have contracted (hired) the following persons to provide the work indicated (include name / address / phone number / type of work): _ _ ___ ____ _ _ _ _ PROPERTY OWNER SIGNATURE DATE iiiiiiM^^^^ ••••:••••., ^ , .,.; . ,., Is the applicant or future building occupant required to submit a business plan, acutely hazardous materials registration form or risk management end prevention program under Sections 25605, 25533 or 25534 of the Presley-Tanner Hazardous Substance Account Act? Q YES D NO Is the appHcent or future building occupant required to obtain a permit from the air pollution control district or air quality management district? Q VES Q NO Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? O YES O NO IF ANY OF THE ANSWERS ARE YES, A RNAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED UNLESS THE APPLICANT HAS MET OR tS MEETING THE REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT. HiMMMMBM^ I hereby affirm that there Is a construction lending agency for the performance of the work for which this permit iff issued (Sec. 30970) Civil Code). LENDER'S NAME ___^_______^___ LENDER'S ADDRESS I certify that I have read the application and state that the above information Is correct and that the information on the plans is accurate. I agree to comply with all City ordinances and State laws relating to .building construction. I hereby authorize representatives of the CltV 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 ANiTWAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT. OSHA: An OSHA permit Is required for excavations ovar^tara>aD and demolition or construction of structures over 3 stories In height. EXPIRATION: Every permit Issued by thebjfffdlng CUjlc1a|Xinder thd provisions of this Code shall expire by limitation and become null and void ff the building or work authorized by such permit Is not commenB^wlthlnJBOdays from the] date of such permit or If the bulWIng or work authorized by such permit Is suspended or abandoned at any time after the work is commengeJTjar a pejft&of 180 daysJJMollon t06.4.4 Uniform Building Code). APPLICANT'S SIGNATURE DATE WHITE: File YELLOW: Applicant PINK: Finance EsGil Corporation In (Partnership with government for <BuiCtfing Safety DATE: May 17, 2005 JURISDICTION: Carlsbad a PLAN REVIEWER a FILE PLAN CHECK NO.: PCRO5-O9O (O5-121) SET: I PROJECT ADDRESS: 2011 Bscenico Terrace PROJECT NAME: Deferred Trusses for Jerry & Peg Moffatt XI 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 fora complete recheck. The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. The applicant's copy of the check list has been sent to: Esgil Corporation staff did not advise the applicant that the plan check has been completed. Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Telephone #: Date contacted: (by: ) Fax #: Mail Telephone Fax In Person REMARKS: By: Ray Fuller (AD) Enclosures: Esgil Corporation D GA D MB D EJ D PC 5/10/05 trnsmtl.dot 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 * (858)560-1468 4 Fax (858) 560-1576 Carlsbad PCRO5-O90 (05-121) May 17, 2O05 VALUATION AND PLAN CHECK FEE JURISDICTION: Carlsbad PLAN CHECK NO.: PCR05-090 (05-121) PREPARED BY: Ray Fuller (AD) DATE: May 17, 20O5 BUILDING ADDRESS: 2O11 Escenico Terrace BUILDING OCCUPANCY: R-3/U-1 TYPE OF CONSTRUCTION: V-N BUILDING PORTION Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code AREA ( Sq. Ft.) cb Valuation Multiplier By Ordinance Reg. Mod. VALUE ($) Plan Check Fee by Ordinance $60.00 Type of Review: ED Repetitive Fee Repeats D Complete Review D Other m Hourly 0.5 Structural Only Hour Esgll Plan Review Fee $48.00 * Based on hourly rate Comments: Sheet 1 of 1 macvalue.doc Mike Surprenant & Associates Consulting Structural Engineers May 3, 2005 Sam Wright 2911 StateSt. Carlsbad, Ca. 92008 Project: Moffatt Addition 2011 Escenico Terrace Carlsbad, CA 92009 Job No.: 04294 In accordance with your request, we have compared the roof framing plan, prepared by our office, and the roof truss manufacturer's roof truss layout (attached), prepared by CompuTrus, Inc., for the above referenced project. Specifically, we were asked to verify that the roof truss manufacturer's truss layout is in general conformance to the truss layout shown on our approved structural drawings. Based on our review of the documents, we have determined that the roof truss manufacturer's truss layout generally conforms to the roof framing plan on the approved structural drawings prepared by our office. Sincerel David Reith Structural Designer 335 15lh Street San Diego, CA 92101 (619) 531-0757 Fax: (619) 531-0758 P £ *-. f^J C7J uj m O— . s tti o! Sen LLJ cj P—i H— CJ3 S ?5 £0 5733 z 2 zs ^ B . .Q-.g. 9P1S .O-.H .O-.aZ 9NUSIX3 ^^ IC<«> "V 8<afg> ;FT HE TOT ®r^r jgJITIB Q. WUJ MOOTlVBl -. 2< \ ^P m^M_g ^vi. JL j -u.nVNQUN3AHQJl .9/FT-.0 s-.i? ^.l 1NVO ,?yt J-.2 1NVOJ J.9-.fr OKIE 90TIW OCEANSIDE TRUSS, INC. Specializing in Roof and Floor Trusses * COMMERCIAL * RESIDENTIAL ' * ROOM ADDITIONS * * COMPETITIVE PRICING * FREE AND PROMPT ESTIMATES * 2847 Industry Street Oceanside, CA 92054 760/722-7696 Fax 760/722-0438 9QR OS e sa i— l_5 t7>LU - UD— _j o— CC £=3 < ZOJ LJ P— .uj m ia tti—• to ~ 3 fnrnc^mf^imrrii— CTCTO^S 9 CJ ea - a -O-.Zl .0-.B2 9MUSIX3 .O-.K \ \I 1NW 41.a/ET^T V-V ,?/t g-;e iw3 TVNOI1N3ANOD 1NVO .2-.61 ^71 IWO .?/ f 9-.2 1WO .B-.E UW3 .0-.22 o[-,ia aya INI CarnpuTrus, Inc. Manufacturing * Engineering * Computer Systems WARNINGS; 1. Read all General Notes and Warnings before construction of trusses. 2. Builder and erection contractor should be advised of all General Notes and Warnings before construction commences. 3. 1x3 compression web bracing must be installed where shown +. 4. All lateral force resisting elements such as temporary and permanent bracing, must be designed and provided by designer of complete structure. CompuTrus assumes no responsibil- ity for such bracing. '5. No load should be applied to any component until after all bracing and fasteners are complete, and at no time should any loads greater than design loads be applied to any component. 6. CompuTrus has no control ever and assumes no responsibility for the fabrication, handiina, shipment and installation of components. 7. This design is furnished subject to the limitations on truss designs set forth by the Truss Plate Institute in "Bracing Wood Trusses, HIB-91", a copy of which will be furnished by CompuTrus upon request GENERAL NOTES, unless otherwise noted: Design to support toads as shown. Design assumes the top and bottom chords to be laterally braced at 2'-0" o.c. and at 12'-Gn c.c. respectively. 3. 2x4 Impact bridging or lateral bracing required where shown + +. 4. Installation of truss is the responsibility of the respective contractor 5. Design assumes trusses are to be used in a non-corrosive environment, and are for "dry condition" of use. 6. Design assumes full bearing at all supports shown. Shim or wedge if necessary-. 7. Design assumes adequate drainage is provided. 8. Plates shad be located on both faces of truss, and placed so their center lines coincide with joint center lines. 9. Digits indicate siza of plate in inches. 10. For basic design values of the CompuTrus Plate, indicated by the prefix "C", see I.C.E.O. R.R. 4211 11. The CompuTrus Net Section Plate is indicated by the'preiix "CM", the designator (18) indicated 18 ga. material is used. Ail ethers are 20 ga. General Notes: Bracing to top and bottom chords not required, provided trie cMord members are braced throughout their length by continuous sheathing. QrHM —E-nmc«TME-r~v> N n ii nU l-t (M (*1 -*£1-90-0Z O IO CO CD 1*1 I > I I o<E-. d ^ ^ ii a <T* t-i H E-" E-- 6^ o01 ZL £. ^. tj o g g 3 n. a «e ^ X m3-*•CL Dn SB 5ss 22a. 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