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HomeMy WebLinkAbout2041 CARACOL CT; ; CB053427; Permit11-14-2005 Job Address: Permit Type: Parcel No: Valuation: Occupancy Group: # Dwelling Units: Bedrooms: Project Title: City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 Residential Permit Permit No: CB053427 Building Inspection Request Line (760) 602-2725 2041 CARACOL CT CBAD RESDNTL Sub Type: 2151203300 Lot#: $61,436.00 Construction Type: Reference #: 0 Structure Type: 0 Bathrooms: BOND RES 463 SF ADDITION- 330 SF PATIO COVERS RAD 0 NEW Applicant: BOND JAMES B REVOCABLE TRUST 12-10-96 2041 CARACOL CT CARLSBAD CA 92009 Status: Applied: Entered By: Plan Approved: Issued: Inspect Area: Orig PC#: Plan Check*: ISSUED 09/28/2005 KG 11/14/2005 11/14/2005 Owner: BOND JAMES B REVOCABLE TRUST 12-10-96 2041 CARACOL CT 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 $400.26 Meter Size $0.00 Add'» Reel. Water Con. Fee $260.17 Meter Fee $0.00 SDCWAFee $0.00 CFD Payoff Fee $6.14 PFF (3105540) $0.00 PFF (4305540) $0.00 License Tax (3104193) $0.00 License Tax (4304193) $0.00 Traffic Impact Fee (3105541) $0.00 Traffic Impact Fee (4305541) $0.00 Sidewalk Fee $0.00 PLUMBING TOTAL $0.00 ELECTRICAL TOTAL $0.00 MECHANICAL TOTAL $0.00 Housing Impact Fee $0.00 Housing In Lieu Fee Housing Credit Fee $0.00 Master Drainage Fee $0.00 Sewer Fee Additional Fees TOTAL PERrtfCTBES $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $111.00 $60.00 $43.50 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $881.07 Total Fees:$881.07 Total Payments To Date:$26017 Balance Due:$620.90 DING PLANS IN STORAGE ATTACHED Inspector: FINAL APPROVAL Date:Clearance: NOTICE: Please take NOTICE that approval of your project includes the "Imposition" of fees, dedications, reservations, or other exactions hereafter collectively referred to as "fees/exactions." You have 90 days from the date this permit was issued to protest imposition of these fees/exactions. If you protest them, you must follow the protest procedures set forth in Government Code Section 66020(a), and file the protest and any other required information with the City Manager for processing in accordance with Carlsbad Municipal Code Section 3.32.030. Failure to timely follow that procedure will bar any subsequent legal action to attack, review, set aside, void, or annul their imposition. You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capacity changes, nor planning, zoning, grading or other similar application processing or service fees in connection with this project. NOR DOES IT APPLY to any fees/exactions of which YOU have previously been given a NOTICE similar to this, or as to which the statute of limitations has previously otherwise expired. PERMIT APPLICATION CITY OF CARLSBAD BUILDING DEPARTMENT 1635 Faraday Ave., Carlsbad, CA 92008 "I 0527101-2 0062 09/28/2005 001 11 ONLY PLAN CHECK NO. EST. VAL. Plan Ck. Deposit Validated B Date <r/,V2fc Sit 3&O: Address (include I inle/N Business Name (at this address ec _ Hr Legal Description Lot No.Subdivision Name/Number Assessor's Parcel #,Existing Use Unit No. v= f Phase No. Proposed UsePrqposi3 Total # of units Description of Work 2. CONTACT PERSON (if different from applicant) SO.. FT.Stfcries # of Bedrooms # of Bathrooms Name Address City X APPLICANT Q Contractor D Agent tot Contractor ^Owner O Agent for Owner State/Zip Telephone #Fax* Orti> Name *- JPHiOfHrnr OWNER Address City State/Zip rephone # Address City State/Zip Telephone #Name 6. CONTRACTOR - COMPANY NAME ; (Sec. 7031 .5 Business and Professions Coder 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 3, commending with SectioX/000 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 Secti0n 7031 .5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars [$500]). Name j State License # /^ ^ Address License Class City State/Zip City Business License # Telephone # / Designer Narner' State License # 8, WORKERS' COMPEN Address SATION City State/Zip Telephone Workers' Compensation Declaration: I hereby affirm under penalty of perjury one of the following declarations: l~l 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. n I have and will maintain workers' compensation, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My worker's compensation insurance carrier and policy number are: Insurance Company Policy No. Expiration Date (THIS SECTION NEED NOT BE COMPLETED IF THE PERMIT IS FOR ONE HUNDRED DOLLARS [$100] OR LESS) p3 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' compensatlor) coverage la unlawful, and shall subject an employer to criminal penalties, and civil fines up to one hundred thousand dollars ($100,000), in addjifgp-^Ahe cqst/f compensation, damages as provided for in Section 3706 of theLaUor code, interested attorney's fees. DATE C\ VJ&\ O« 7., OWNER-BUJLWR DECLARATION I hereby affirm thatTam exempt from the Contractor's License Law for the following reason: PI 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). ^ST l> 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). O I am exempt under Section Business and Professions Code for this reason: 1. I personally plan to provide the major labor and materials for construction of the proposed property improvement. l~l YES 2. I Ihave^haveYiot}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 /j of work): ^ x-v<7 ^i I I ne number / type r±JPROPERTY OWNER SIGNATURE ^-^?t/V \A-^> 'Tfc' Tl^/"— DATE U 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? Q 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? l~1 YES Q NO Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? Q YES Q NO IF ANY OF THE ANSWERS ARE YES, A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED UNLESS THE APPLICANT HAS MET OR IS MEETING THE REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT. 8. CONSTRUCTION LENDING AGENCY I hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued (Sec. 3097(i) Civil Code). LENDER'S ADDRESSLENDER'S NAME _ _ •9* APPLICANT CERTIFtCATlON - . "" " •• ''•'»- --*,-'•- I certify that I have read the application and state that the above information is correct and that the information on the plans is accurate. I agree to comply with all City ordinances and State laws relating to building construction. I hereby authorize representatives of the City of Carlsbad to enter upon the above mentioned property for inspection purposes. I ALSO AGREE TO SAVE, INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS, COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT. OSHA: An OSHA permit is required for excavations over S'O* deep and demolition or construction of structures over 3 stories in height. EXPIRATION: Every permit issued by the building Official under the~provisions of this Code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 180 days from/the date of such permit or if the building or work authorized by sucr/ permit is j at any time after the work is aornmenced for a period^ 180/^ys \Section 106.4.4 Uniform Building Code). \APPLICANT'S SIGNATURE V or abandoned DATE WHITE: File YELLOW: Applicant PINK: Finance Inspection List PermiW: CB053427 Type: RESDNTL RAD BOND RES 463 SF ADDITION- 330 SF PATIO COVERS Date Inspection Item 08/21/2006 89 08/21/2006 89 08/18/2006 89 08/18/2006 89 07/11/2006 18 07/03/2006 17 07/03/2006 18 06/21/2006 14 06/21/2006 16 06/14/2006 12 06/02/2006 13 05/25/2006 84 05/22/2006 84 05/05/2006 13 05/05/2006 15 04/04/2006 15 03/27/2006 11 02/15/2006 11 02/14/2006 11 02/14/2006 21 02/14/2006 22 02/14/2006 23 Final Combo Final Combo Final Combo Final Combo Exterior Lath/Drywall Interior Lath/Drywall Exterior Lath/Drywall Frame/Steel/Bolting/Weldin Insulation Steel/Bond Beam Shear Panels/HD's Rough Combo Rough Combo Shear Panels/HD's Roof/Reroof Roof/Reroof Ftg/Foundation/Piers Ftg/Foundation/Piers Ftg/Foundation/Piers Underground/Under Floor Sewer/Water Service Gas/Test/Repairs Inspector Act Comments MC - - MC MC MC MC PY PY PY PY PD PD PY PY PY PY PY PY PY PY PY Fl SMOKE DETECTORS INSTALLED Rl Rl CO SEE NOTICE AP AP CO NEED 2 LAYERS PAPER OVER SHEAR PANEL we AP CO NEED SPECIAL INSPECTION CA AP CO SEE NOTICE ATTACHED AP OK TO LATH ADDITION AP PA see notice attached to result AP 2 post ftg @ entry AP NR AP we we Tuesday, August 22, 2006 Page 1 of 1 City of Carlsbad Bldg Inspection Request For: 08/18/2006 PerrniW CB053427 Title: BOND RES 463 SF ADDITION- Description: 330 SF PATIO COVERS Inspector Assignment: PY 2041 CARACOLCT Lot Type:RESDNTL Sub Type: RAD Job Address: Suite: Location: APPLICANT BOND JAMES B REVOCABLE TRUST 12-10-96 Owner: BOND JAMES B REVOCABLE TRUST 12-10-96 Remarks: Phone: 7607239822 Inspector: Total Time: CD Description 19 Final Structural 29 Final Plumbing 39 Final Electrical 49 Final Mechanical Requested By: LYNN Entered By: JANEAN Act Comment Comments/Notices/Hold Associated PCRs/CVs Original PC# CV060294 CLOSED Z- ROOF OVERHANG IN SETBACK; PCR06007 ISSUED BOND RES WALL.WNDOW CHANGES; GARAGE ROOFLINE CHANGES Inspection History Insp Comments MC MC MC NEED 2 LAYERS PAPER OVER SHEAR PANEL Date Description Act 07/K/2006 18 Exterior Lath/Drywall AP 07/03/2006 17 Interior Lath/Drywall AP 07/03/2006 18 Exterior Lath/Drywall CO 06/21/2006 14 Frame/Steel/Bolting/Welding WC PY 06/21/2006 16 Insulation AP PY 06/14/2006 12 Steel/Bond Beam CO PY 06/02/2006 13 Shear Panels/HD's CA PY 05/25/2006 84 Rough Combo AP PD 05/22/2006 84 Rough Combo CO PD 05/05/2006 13 Shear Panels/HD's AP PY 05/05/2006 15 Roof/Reroof AP PY 04/04/2006 15 Roof/Reroof PA PY NEED SPECIAL INSPECTION SEE NOTICE ATTACHED OK TO LATH ADDITION see notice attached to result NOTICECITY OF CARLSBAD (760) 602-2700 BUILDING DEPARTMENT 1635 FARADAY AVENUE DATE \<&> Ao^? 2.00^ TIME LOCATION PERMIT NO. A FOR INSPECTION CALL (760) 602-2725. RE-INSPECTION FEE DUE? FOR FURTHER INFORMATION, CONTACT ^> "2. - "ZO /1 YES PHONE BUILDING INSPECTOR CODE ENFORCEMENT OFFICER City of Carlsbad Bldg Inspection Request For: 07/03/2006 Permit* CB053427 Title: BOND RES 463 SF ADDITION- Description: 330 SF PATIO COVERS Sub Type: RAD Inspector Assignment: PY 2041 CARACOLCT Lot Type: RESDNTL Job Address: Suite: Location: OWNER BOND JAMES B REVOCABLE TRUST 12-10-96 Owner: BOND JAMES B REVOCABLE TRUST 12-10-96 Remarks: Phone: 7603153550 Inspector: Total Time: CD Description 17 Interior Lath/Drywall 18 Exterior Lath/Drywall Requested By: NA Entered By: CHRISTINE Act Comment Comments/Notices/Hold Associated PCRs/CVs Original PC# CV060294 CLOSED Z- ROOF OVERHANG IN SETBACK; PCR06007 ISSUED BOND RES WALL.WNDOW CHANGES; GARAGE ROOFLINE CHANGES Inspection History Date Description Act Insp Comments 06/21/2006 14 Frame/Steel/Bolting/Welding WC PY 06/21/2006 16 Insulation AP PY 06/14/2006 12 Steel/Bond Beam CO PY 06/02/2006 13 Shear Panels/HD's CA PY 05/26/2006 84 Rough Combo AP PD 05/22/2006 84 Rough Combo CO PD q5/05/2006 13 Shear Panels/HD's AP PY 05/05/2006 15 Roof/Reroof AP PY 04/04/2006 15 Roof/Reroof PA PY 03/27/2006 11 Ftg/Foundation/Piers AP PY 02/15/2006 11 Ftg/Foundation/Piers AP PY 02/14/2006 11 Ftg/Foundalion/Piers NR PY 02/14/2006 21 Underground/Under Floor AP PY 02/14/2006 22 Sewer/Water Service WC PY 02/14/2006 23 Gas/Test/Repairs WC PY NEED SPECIAL INSPECTION SEE NOTICE ATTACHED OK TO LATH ADDITION see notice attached to result 2 post ftg @ entry CITY OF CARLSBAD BUILDING DEPARTMENT (760)602-2700 1635 FARADAY AVENUE TIME. LOCATION !. PERMIT NO. | FOR INSPECTION CALL (760) 602-2725. RE-INSPECTION FEE DUE?YES FOR FURTHER INFORMATION, CONTACT ***%- *|( PHONE BUILDING INSPECTOR CODE ENFORCEMENT OFFICER City of Carlsbad Bldg Inspection Request For: 06/14/2006 Permit* CB053427 Title: BOND RES 463 SF ADDITION- Description: 330 SF PATIO COVERS Inspector Assignment: PY 2041 CARACOLCT Lot Type:RESDNTL Sub Type: RAD Job Address: Suite: Location: OWNER BOND JAMES B REVOCABLE TRUST 12-10-96 Owner: BOND JAMES B REVOCABLE TRUST 12-10-96 Remarks: Phone: 7603153550 Inspector: Total Time:Requested By: NA Entered By: JANEAN CD Description 12 Steel/Bond Beam Act Comment Comments/Notices/Hold Associated PCRs/CVs Original PC# CV060294 CLOSED Z- ROOF OVERHANG IN SETBACK; PCR06007 ISSUED BOND RES WALL.WNDOW CHANGES; GARAGE ROOFLINE CHANGES Inspection History Insp CommentsDate Description Act 06/02/2006 13 Shear Panels/HD's CA PY 05/25/2006 84 Rough Combo AP PD 05/22/2006 84 Rough Combo CO PD 05/05/2006 13 Shear Panels/HD's AP PY 05/05/2006 15 Roof/Reroof AP PY 04/04/2006 15 Roof/Reroof PA PY 03/27/2006 11 Ftg/Foundation/Piers AP PY 02/15/2006 11 Ftg/Foundation/Piers AP PY 02/14/2006 11 Ftg/Foundation/Piers NR PY 02/14/2006 21 Underground/Under Floor AP PY 02/14/2006 22 Sewer/Water Service WC PY 02/14/2006 23 Gas/Test/Repairs WC PY SEE NOTICE ATTACHED OK TO LATH ADDITION see notice attached to result 2 post ftg @ entry CITY OF CARLSBAD BUILDING DEPARTMENT DATE NOTICE (760) 602-2700 1635 FARADAY AVENUE LOCATION PERMIT NO. 4- FOR IM9PECTION CALL (760) 602-2725. RE-INSPECTION FEE DUE? FORI'BORTHER JNFORIWVTION, CONTACT YES PHONE CODE ENFORCEMENT OFFICER ® ENGINEERINGmDESIGN GROUP GEOTECHNKAL CIVIL. STRUCTURAL & ARCHITECTURAL CONSULTANTS FOR RESIDENTIAL & COMMERCIAL CONSTRUCTS 2121 Montiel Road San Marcos CA -92069 Office (760) 839-7302 FAX (760) 480-7477 E-mail: ENGDG@aol.com DAILY FIELD REPORT PROJECT ADDRESS EQUIPMENT fO\ t\ \CC ( Ph^r'i T C K & ' '*T • NAME / COMPANY -CONTACTS DESCRIPTION OF FIELD OPERATIONS^ .DATE ft .PROJECT NO. \\ 4 » L.A ^ £ <y f A je /^ g £. r a f t/xzv/ FIELD DENSITY TESTS TAKEN .FAILURES -RETESTS Arrive: Depart A D A D A D A D TOTAL DAILY HRS Project: SPECIAL INSPECTION REPORT c Address: City:</ Permit Number:£>S 3 V 2. Plan File Number: TYPE OF OBSERVATIONS: Reinforcing Steel Reinforced Concrete Structural Masonry Field Welding Epoxy Prestressed Concrete Shop Welding Bolting Fireproofing _ Number of Samples :Type: Materials/DesignMix/Psi : Date: REPORT ~7 To i *. ^ONFORMS WITH A Cs ^ l*n / 0 7^ APPROVED PLANS AND SPECIFICATIONS UNLESS OTHERWISE NOTED TIME IN. TIME OUT. Inspector (Print)Certification # Inspector's Signature General Contractor: Address: City: Phone: Authorized Job Site Contact Signature (T/f EsGil Corporation In fartnenRip with government for Quitting Safety DATE: October 28, 2005 a APPLICANT JURISDICTION: Carlsbad Q PLAN REVIEWER a FILE PLAN CHECK NO.: 05-3427 SET: II PROJECT ADDRESS: 2041 Caracol Ct. PROJECT NAME: Bond Residence Addition and Remodel The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. I I The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff. I I The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. I I The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. I I The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. I I The applicant's copy of the check list has been sent to: EXl Esgil Corporation staff did not advise the applicant that the plan check has been completed. I I Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Telephone #: Date contacted: (by: ) Fax #: Mail Telephone Fax In Person D REMARKS: By: Bill Elizarraras Enclosures: Esgil Corporation D GA D MB D EJ D PC 10/20/05 trnsmtLdot 9320 Chesapeake Drive, Suite 208 * San Diego, California 92123 * (858)560-1468 * Fax (858) 560-1576 EsGil Corporation In Partnership witH government for Quitting Safety DATE: October 1O, 2005 a APPLICANT JURISDICTION: Carlsbad a PLAN REVIEWER a FILE PLAN CHECK NO.: 05-3427 SET: I PROJECT ADDRESS: 2041 Caracol Ct. PROJECT NAME: Bond Residence Addition and Remodel I The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff. The plans transmitted herewith have..significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. [XJ The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. I I 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: James Bond 2041 Caracol Ct. Carlsbad, CA. 92009 I I Esgil Corporation staff did not advise the applicant that the plan check has been completed. IXI Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: James Bond Telephone #: 760-476-9000 Date contacted: /«/H /^<W&3 ) Fax #: 1(j?0-131* Mail Telephone /^ Fax V In Person REMARKS: By: Bill Elizarraras Enclosures: Esgil Corporation D GA D MB D EJ D PC 10/3/05 tmsmtl.dot 9320 Chesapeake Drive, Suite 208 4 San Diego, California 92123 * (858)560-1468 * Fax (858) 560-1576 Carlsbad 05-3427 October 10, 2005 PLAN REVIEW CORRECTION LIST SINGLE FAMILY DWELLINGS AND DUPLEXES PLAN CHECK NO.: 05-3427 PROJECT ADDRESS: 2041 Caracol Ct. JURISDICTION: Carlsbad FLOOR AREA: 463 sf Dwelling Add'n STORIES: 1 330 sf Patio Cov. HEIGHT: 16' REMARKS: DATE PLANS RECEIVED BY JURISDICTION: DATE INITIAL PLAN REVIEW COMPLETED: October 10, 2OO5 . DATE PLANS RECEIVED BY ESGIL CORPORATION: 10/3/05 PLAN REVIEWER: Bill Elizarraras 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 O5-3427 October 10, 20O5 • PLANS 1. 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. 2. All sheets of plans must be signed by the person responsible for their preparation. (California Business and Professions Code). 3. Plans, specifications end-calculations shall be signed and sealed by'the California state licensed engineer or architect responsible for their preparation. Specify expiration date of license. (California Business and Professions Code). 4. Provide a statement on the Title Sheet of the plans stating that this project shall comply with the 2001 edition of the California Building Code (Title 24), which adopts the 1997 UBC, 2000 UMC, 2000 UPC and the 2002 NEC. 5. On the cover sheet of the plans, specify any items requiring special inspection, in a format similar to that shown below. Section 106.3.2. • REQUIRED SPECIAL INSPECTIONS In addition to the regular inspections, the following checked items will also require Special Inspection in accordance with Sec. 1701 of the Uniform Building Code. ITEM REQUIRED REMARKS • EPOXY ANCHORS 6. When special inspection is required, the architect or engineer of record shall prepare an inspection program which shall be submitted to the building official for approval prior to issuance of the building permit. Please review Section 106.3.5. Please complete the attached form. Carlsbad O5-3427 October 1O, 2O05 7. Glazing in the following locations should be of safety glazing material in accordance with Section 2406.4: window 10 and 17. a) Where the bottom exposed edge of the window glazing is less than 60 inches above a standing surface and drain inlet of tubs and drains. b) Fixed or operable panels adjacent to a door where the nearest exposed edge of the glazing is within a 24-inch arc of either vertical edge of the door in a closed position and where the bottom exposed edge of the glazing is less than 60 inches above the walking surface. 8. Garage requires one-hour fire protection on the garage side of walls and ceiling common to the dwelling. Table 3-B, Section 302.4. 9. Show a self-closing door, either 1-3/8" solid core or a listed 20 minute assembly, for openings between garage and dwelling. Section 302.4. 10. The 2x4 roof rafters are over spanned for application @ the Morning room. Section 106.3.3. 11. Detail the dryer exhaust duct design from the dryer to the exterior. The maximum length is 14 feet with (two) 90° elbows. UMC Section 504.2.2. 12. Show shower stall can accommodate a 30" circle and has a minimum floor area of 1,024 sq. in. UPC Section 412.7. Powder room. 13. Specify on the plans the following information for the skylight(s), per Section 106.3.3: a) Manufacturer's name. b) Model name/number. c) ICBO approval number, or equal. To speed up the review process, note on this list (or a copy) where each correction item has been addressed, i.e., plan sheet, note or detail number, calculation page, etc. Please indicate here if any changes have been made to the plans that are not a result of corrections from this list. If there are other changes, please briefly describe them and where they are located in the plans. Have changes been made to the plans not resulting from this correction list? Please indicate: Yes Q No Q 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 Bill Elizarraras at Esgil Corporation. Thank you. Carlsbad O5-3427 October 1O, 2OO5 City of Carlsbad Building Department BUILDING DEPARTMENT NOTICE Of REQUIREMENT FOR SPECIAL INSPECTION Do Not Remove From Plans Plan Check No. O5-3427 Job Address or J /egal Description 2041 Caracol Ct. Owner Address OTt You arc hereby notified that in addition to the inspection of construction provided by the Building Department, an approved Registered Special Inspector is required to provide continuous inspection during the performance of tike phases of construction indicated on the reverse side of this sheet. The Registered Special Inspector shall be approved by the City of Carlsbad Building Department prior to the issuance of the building permit. Special inspectors having a current certification from the City of San Diego, Los Angeles, or 1CBO arc approved as Special Inspectors for the type of construction for which they are certified. The inspections by a Special Inspector do not change the requirements for inspections hy personnel of the City of Carlsbad building department. The inspections by a Special Inspector are in addition to the inspections normally required by the County Building Code. The Special Inspector is not authorized to inspect and approve any work other than that for which he/she is specifically assigned to inspect. The Special Inspector is not authori/ed to accept alternate materials, structural changes, or any requests for plan changes. The Special Inspector is required to submit written reports to the City of Carlsbad building department of all work that he/she inspected and approved. The .final inspection approval will not be given until all Special Inspection reports have been recei ved and approved by the City of Carlsbad hui Iding department. Please submit the names of the inspectors who will perform the special inspections on each of the items indicated on the reverse side of this sheet. iOO/ 900'<3 i.9SO#3HOO 1I9S3 9/.ST09S8S8 SOOZ'OI'IOO Carlsbad O5-3427 October 1Q, 2OO5 SPECIAL INSPECTION PROGRAM ADDRESS OR LEGAL DESCRIPTION: t<>^\ fLi^AcOU Or. } Oftf iafttt> C& PLAN CHECK NUMBER: O £ ~ Z^Z"l OWNER'S NAME: .\fhM6S- I, as the owner, or agent of the owner (contractors may not employ the special inspector), certify that I, or the architect/engineer of record, will be responsible for employing the special inspectors) as required by Uniform Building Code (UBC) Section 1701.1 for the construction project located at the site listed above. UBC Section 106.3.5. Signed -1, as the engineer/architect of record, certify that I have prepared the f0Howfl!^p«S$$ j& program sis recurred by TJRC Section 106.3.5 for the construction project' located at the site K : , I - - • 1. List of work requiring special inspection: » Vf H] Soils Compliance Prior to Foundation Inspection l~l Field Welding Q Structural Concrete Over 2500 PSI O High Strength Bolting O Prestressed Concrete EH Expansion/Epoxy Anchors Q Structural Masonry Q Sprayed-On Fireproofing C] Designer Specified • CD Other ^ __ 2. Name(s) of individual(s) or firm(s) responsible for the.special inspections listed above: A- _ B. _ C- _ 3. Duties of the special inspectors for the work listed above: B. Qevuf-H C. Special inspectors shall check in with the City arxf present their credentials for approval prior to beginning work on the job site. LOO/ LOO'S i.9SO# dtfOO 1I9S3 9i.ST09S8S8 £*:OZ 900Z'OT'IOO Carlsbad 05-3427 October 10, 2O05 VALUATION AND PLAN CHECK FEE JURISDICTION: Carlsbad PLAN CHECK NO.: O5-3427 PREPARED BY: Bill Elizarraras DATE: October 10, 2005 BUILDING ADDRESS: 2041 Caracol Ct. BUILDING OCCUPANCY: R3/U1 TYPE OF CONSTRUCTION: VN BUILDING PORTION Addition Patio Cover Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code AREA ( Sq. Ft.) 463 330 cb Valuation Multiplier Per City ., By Ordinance Reg. Mod. VALUE ($) 61,436 -- 61,436 Bldg. Permit Fee by Ordinance Plan Check Fee by Ordinance Type of Review: D Repetitive Fee i~^T| Repeats Complete Review D Other fj Structural Only D Hourly Hour* Esgil Plan Review Fee Comments: $391.26 $254.32 $219.11 Sheet 1 of 1 macvalue.doc City of Carlsbad Public Works Engineering BUILDING PLANCHECK CHECKLIST DATE: BUILDINCyADDRESS: PROJECT DESCRIPTION: ASSESSOR'S PARCEL NUMBER: 2l$~/£~Q PLANCHECK NO.: 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: EST. VALUE: DENIAL Please sea thexattached report of deficiencies marked withD^Make necessary corrections to plans or specifieatiqns for compliance with applicable codes and standards. Submit corrected plans and/or specifications to this office for review. By:Date: FOR OFFICIAL USE ONLY ENGINEERING AUTHORIZATION TO ISSUE BUILDING PERMIT: : ':' v:':":.:.":-:: :.• ;•...•:,,.' .'Date:.'" 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 rj Right-of-Way Permit Submittal Checklist and Information Sheet D Sewer Fee Information Sheet Name: ENGINEERING DEPT. CONTACT PERSON JOANNE JUCHNIEWICZ Address: Phone: City of Carlsbad 1635 Faraday Avenue, Carlsbad, CA 92008 (760) 602-2775 CFD INFORMATION Parcel Map No: Lots: Recordation: Carlsbad Tract: Carlsbad, CA 9200817314 • (760) 6O2-2720 • FAX (760) BUILDING PLANCHECK CHECKLIST SITE PLAN Provide a fully dimensioned site plan drawn to scale. Show: D B. C. D. North Arrow Existing & Proposed Structures Existing Street Improvements H. Property Lines I. Easements -y\&s^ J=> »|«^~ J- reetsRight-of-Way Width & Adjacent Driveway widths 5£tf^ Existing or proposed sewer lateral Existing or proposed water service Existing or proposed irrigation service Show on site plan: Drainage Patterns 1. Building pad surface drainage must maintain a minimum slope of percent towards an adjoining street or an approved drainage course. 2. ADD THE FOLLOWING NOTE: "Finish grade will provide a minimumtoditive drainage of 2% to swale 5' away from building. Existing & Proposed Slopes and Topography Size, type, location, alignment of existing or proposed sewer and water service (s) that serves the project. Each unit requires a separate service, however, second dwelling units and apartment complexes are an exception. Sewer and water laterals should not be located within proposed driveways, per standards. / i 7J P*** . 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 4£\feo Uv>- ^ £' fc*^*-ft* e^^<^-^r ro^cv^ cjj*^ C^i| *le*>cv^v—^ to^. Co-wvvsrV Uw€_ &1ty %****-*^a-^ C-rt-vVj <^\j»JA , F:\BUILOING PIANCHECK CKLST FORM.** BUILDING PLANCHECK CHECKLIST 2ND 3RD DISCRETIONARY APPROVAL COMPLIANCE D D 4a. Project does not comply with the following Engineering Conditions of approval for Project No. D D 4b. All conditions are in compliance. Date: DEDICATION REQUIREMENTS 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 $ 17.000 . 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 Vt x 11" plat map and submit with a title report. All easement documents must be approved and signed by pwner(s) prior to issuance of Building Permit. Attached please find an application form and submittal checklist for the dedication process. Submit the completed application form with the required checklist items and fees to the Engineering Department in person. Applications will not be accept by mail or fax. Dedication completed by: Date: IMPROVEMENT REQUIREMENTS D D D 6a. All needed public improvements upon and adjacent to the building site must be constructed at time of building construction whenever the value of the construction exceeds $ 82.000 . 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 F:\BUILOINO PLANCHECK CKUST FORM.doc 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: D D D 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 $360 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 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: n 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 15.16.010 of the Municipal Code. n D D 7a. Inadequate information available on Site Plan to make a determination on grading requirements. Include accurate grading quantities in cubic yards (cut, fill, import, export and remedial). This information must be included on the plans. D D 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:\BUILDING PLANCHECX CKLST FORM.DK BUILDING PLANCHECK CHECKLIST D D 7d .No Grading Permit required, n D 7e. If grading is not required, write "No Grading" on plot plan. MISCELLANEOUS PERMITS 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 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 10. NPDES PERMIT Complies with the City's requirements of the National Pollutant Discharge Elimination System (NPDES) permit. The applicant shall provide best management practices to reduce surface pollutants to an acceptable level prior to discharge to sensitive areas. Plans for such improvements shall be approved by the City Engineer prior to issuance of grading or building permit, whichever occurs first. n 11- D Required fees are attached Gf No fees required WATER METER REVIEW D 12a. Domestic (potable) Use Ensure that the meter proposed by the owner/developer is not oversized. Oversized meters are inaccuratedTnTng Tovv^flow conditions. If if 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:\eUUMN6 PIANCHCCK CKLST FORM.doc r- R«v. 7/K/OO BUILDING PLANCHECK CHECKLIST ,ST ,ND SRD n n • If owner/developer proposes a size other than the "standard", then owner/developer must provide potable water demand calculations, which include total fixture counts and maximum water demand in gallons per minute (gpm). A typical fixture count and water demand worksheet is attached. Once the gpm is provided, check against the "meter sizing schedule" to verify the anticipated meter size for the unit. • Maximum service and meter size is a 2" service with a 2" meter. • If a developer is proposing a meter greater than 2", suggest the installation of multiple 2" services as needed to provide the anticipated demand, (manifolds are considered on case by case basis to limit multiple trenching into the street). 12b. Irrigation Use (where recycled water is not available) All irrigation meters must be sized via irrigation calculations (in gpm) prior to approval. The developer must provide these calculations. Please follow these guidelines: 1. If the project is a newer development (newer than 1998), check the recent improvement plans and observe if the new irrigation service is reflected on the improvement sheets. If so, at the water meter station, the demand in gpm may be listed there. Irrigation services are listed with a circled "I", and potable water is typically a circled "W". The irrigation service should look like: STA1+00 Install 2" service and 2. 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 3.In general, all major sloped areas of a subdivision/project are to be irrigated via separate irrigation meters (unless the project is only SFD with no HOA). As long as the project is located within the City recycled water F:BUfLDINS PLANCHECK CKLST FORM.Ooc BUILDING PLANCHECK CHECKLIST ..ST 2ND 3RD service boundary, the City intends on switching these irrigation services/meters to a new recycled water line in the future. G D 12c. Irrigation Use (where recycled water is available) 1. Recycled water meters are sized the same as the irrigation meter above. 2. If a project fronts a street with recycled water, then they should be connecting to this line to irrigate slopes within the development. For subdivisions, this should have been identified, and implemented on the improvement plans. Installing recycled water meters is a benefit for the applicant since they are exempt from paying the San Diego County Water Capacity fees. However, if they front a street which the recycled water is there, but is not live (sometimes they are charged with potable water until recycled water is available), then the applicant must pay the San Diego Water Capacity Charge. If within three years, the recycled water line is charged with recycled water by CMWD, then the applicant can apply for a refund to the San Diego County Water Authority (SDCWA) for a refund. However, let the applicant know that we cannot guarantee the refund, and they must deal with the SDCWA for this. D D D 13. Additional Comments: F:\BUILCHNG PLUNCHKK CKLST FORM.UOC &i i i 588 1 I IM Iatm EI'D n Plan Check No. Planner Chris Sexton PLANNING DEPARTMENT BUILDING PLAN CHECK REVIEW CHECKLIST Address Phone (760) 602-4624 Net Project Density: 3.Type of Project & .. _. „ Zoning: j2J_ General Plan: KJJY} Facilities Management Zone: (o CFD (in/out) #_Date of participation:. DU/AC ClrcfrOrw Remaining net dev acres:. (For non-residential development: Type of land used created by tr permit ___ ) Leoend; El Item Complete Q Item Incomplete - Needs your action Environmental Review Required: YES NO vXTYPE . DATE OF COMPLETION: Compliance with conditions of approval? If not, state conditions which require action. Conditions of Approval: ' Discretionary Action Required: APPROVAL/PESO. NO. PROJECT NO. TYPE. OTHER RELATED CASES: Compliance with conditions or approval? If not, state conditions which require action. Conditions of Approval: Q'D O 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, Suit* 103, San Diego CA 82108-4402; (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 #: _______ DD 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. Inclusiortary Housing Fee required: YES NO i/ (Effective date of Indusionary 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:\AOMIN\COUNTER\BldgPlnc»*nmChkM DD 1. Provide a fully dimensional site plan drawn u> scaie. onow. iw.u. .,,,«.„ K.w easements, existing and proposed structures, streets, existing street improvements. - width, dimensional setbacks and existing topographical lines (including all side and rear van slopes). 2. Provide legal description of property and assessor's parcel number. Policy 44 - Neighborhood Architectural Design Guidelines O'DD QD.D ST] D 1. Applicability: YES NO \^ 2. Project complies YES NO Zoning: 1. Setbacks: >x^^ Pmnt Raauirad Q&O^V^, Shown ('^)l rt} -Noit-to-f/* Interior Sida: Raouirad C^ f,f ' .) Shown fr>' 1" CHD D eTaa EI an Q'nn QtlQ Street Rlrle- Raquirad ^^^\ R««r Raquirad /£/, |. _ Top of slope: Required 2. Accessory structure setbacks: Frar* Raquirad Interior Sida: Raquirad . Street Sida: Raquirad R**r Raquirad . Struetura separation: Raquirad _. __. _ 3. LotCovaraga: Raquirad ^_Tr.V^7o., d Height- Raquirad ^ 3O 5. Parking: Space* Raquirad ...e^ ^,. (breakdown by uses for commercial and Residential Guaat Space* Raquirad , Additional Comments £,tec tf*tJ Y&fo foYtAfifto*/ — ~~ r^2 ^ ££<A//M//*/& /A/ ^0?f-, (S ~/ Shown Shown IS ' Shown Shown Shown Shown Shown Shown Shown Z V0?x »-<.^D' , Shown <^-*» industrial projects required) Shown /&f:~f&*lWi'b /c%>twt-A/i^f iFMWnA/i £/.U OK TO ISSUE AND ENTERED APPROVAL INTO COMPUTER Owner: James B. Bond (ttee) 2041 Caracol Court Carlsbad, CA 92009 H/ 476-9000 W/931-4603 A.P.N. 215-120-33-00 Lot 77 of La Costa Valley Unit No. 1 Per map No. 5434, filed July 29,1964 LA COSTA ENGINEERING 1950 KELLOGG AVE. CARLSBAD, CALIFORNIA 92D08 TEL 760-931 -0290 FAX 438-5251 EMAIL: lcenflreconnectnet.com CIVIL • STRUCTURAL MECHANICAL* PETROLEUM MEMORADUM TO: Building Official, City of Carlsbad FROM: Martell B. Montgomery, P.E. DATE: May 24,2006 RE: Structural Revision to the Bond Residence, 2041 Caracol Ct, Carlsbad, CA 92009. I have reviewed the following structural changes and retrofit recommendations and find that they will resist the loads as specified in the approved structural calculations: 1) A new 4x4 post placed 4'-0" off the right end of RB-16 (a 3 V2"x\ 1 %" 2.0E PSL parallam beam) will sufficiently support the required loads. Strap with a min. ST18 at each side of the beam-to-post connection. The new post must sit atop a 2x4 P.T. sill plate. No connection at the foundation required. A 2x4 trimmer at the right end of RB-16 is also sufficient to carry that load. If you have any additional questions, please call us at (760) 931-0290. LA COSTA 1950 KELLOGG AVE . CARLSBAD, CALIFORNIA 92008 TEL 760-931-0290 FAX 438-5251 EMAIL: Icenti9connectnet.com CIVIL • STRUCTURAL MECHANICAL* PETROLEUM '/sr STRUCTURAL CALCULATIONS PROJECT. BOND REMODEL/ADDITION 2041 CARACOL CT. CARLSBAD, CA 92009 ENGINEER: MARTELL B. MONTGOMERY RC.E. 50344 EXP. 6-30-07 DATE:SEPTEMBER 9, 2005 DESIGN LOADS: 1997 UBC Roof Load: 10 psf DL 20psfLL 30psfTL Seismic Properties: Exterior Wall Load 15psfDL = TL Interior Wall Load: 5 - 8 psf DL = TL Wind Proerties: Seismic Zone 4 Exposure B R = 5.5 (2.2 for cantilever columns) Method 2 1=1.0 Nearest Fault: >5 km Seismic Source: B Soil Profile: Sd assumed Near-Source Factor: Na = 1 .0 Seismic Coefficient: Ca = 0.44 Reliability/Redundancy: p = 1 .0 1=1.0 Max. Wind Speed: 70 mph qs = 12.6 Ce = 0.62 1st Roof Cq = 1 .3 1997 UPC. 1997 NP5 MATERIAL 5JZE - StKUClUEAl PROPERTIES POWUA5 FIR - LARCH (PP, PF-i) BEAMS. STELES. POSTS. TIMPEES; UifiHT E- 1.6 x 10° psi E — 1. f,-85pst f,-95 psi f, - 1000 psi f. - 600 psi fi - 625 psi ft - 625 psi ft -650pst ft -850 psi 2XMZM0Z& - #2: 2x4: A - 5.3 lif S-3.1 to? I-5.4 to* ft "1510psi A - 8.3 li S- 7.6 to? I -20.8 in4 ft "1310 psi A - 10.9 tr S- 13.1 to? 1-47.6*1* ft - 1210 psi A - 13.9 llf S- 21.4 to? I -98.9 in" ft - 1105 psi A - 16.9 It? S- 31.6 to? 1 -178.0 in4 ft - 1005 psi A - 19.9 IT? S-43.9to? I -290.8 to4 ft -950 pat aA - 22.9 in* S- 58.1 to? I -443.3 in4 ft- 950 pa 4X MKMPZI& - #/.- A - 12.3 iaa> S- 7.1 to? I -12.5 tot4 ft -1200 psi A - 19.3 lif S- 17.6 to? 1-48.5 in4 ft - 1200 psi A - 25.4 lif S- 30.6 to? I- 111.1 ta4 ft - 1200 psi 4x10: A - 32.4 Irf S- 49.9 to? I -230.8 tot4 ft - 1200 psi A - 39.4 Irf S- 73.8 to? I -415.3 in4 ft - 1100 psi 4x14: A - 46.4 lif S- 102.4 to? I- 678.4 in4 ft-lOOOpst 4x16: A - 53.4 lif S- 135.7 to? I -1034.4 tot4 ft -1000 psi KIfr StUP5. RAPIERS. JOISTS: 6X MZM&& •- *// A - 19.3 Irf S- 11.2 to? I-19.7tn4 ft - 1350 psi 6x6: A - 30.3 Irf S- 27.7 to? 1-76.3 in4 ft - 1350 pa 6x8: A - 39.9 Irf S-48.2H? I -174.7 in4 ft - 1350 pa 6x10: A - 50.9 irf S- 78.4 to? I- 362.7 tn4 ft - 1350 pa A - 61.9 Irf S-116.0 to? 1-652.6 tn4 ft -1350 pa 6x14: A - 72.9 irf S-160Sto? I-1066.2 in4 ft-1350 pa 6x16: A - 83.9 Irf S-213.2 to? I-1625.5 tn4 fi -1350 pa LA COSTA ENGINEERING 1950 KELLOGG AVE. CARISBAD, CALIFORNIA 92008 TEL 760-931 -0290 FAX 438-5251 EMAIL: kenDr9connectnel.com CIVIL • STRUCTURAL MECHANICAL* PETROLEUM CLIEOT,•"5- JOB. (j CALCULATED BY CHECKED BY SCALE DATE DATE 1/4 /ex SHEET NQ__OF. L Ll LJ_L. LA COSTA ENGINEERING 1950 KELLOGG A V E . CARLSBAD, CALIFORNIA 92008 TEL 760-931-0290 FAX438-5251EMAIL: kenarfflconnetlnet.com CIVIL • STRUCTURAL MECHANICAL- PETROLEUM CLIENT. JOB. CALCULATED BY_ CHECKED BY SCALE DATE. DATE. SHEET NO.-OF. IA COSTA ENGINEERING 1950 KELLOGG AVE. CARLSBAD, CALIFORNIA 92008 TEL 760-931-0290 FAX 438-5251 EMAIL: Icen8r@connectnet.com CIVIL • STRUCTURAL MECHANICAL* PETROLEUM CLIENT. JOB. CALCULATED BY_ CHECKED BY SCALE DATE. DATE. SHEET NO._OF. Uikai -Pi ^, Jt± ^ ufok — 7fr —H ^ 1•T 1, i L _LL i i LA COSTA ENGINEERING 1950 KELLOGG AVE. CARLSBAD, CALIFORNIA 92008 TEL 760-931 -0290 FAX438-52S1EMAIL: [ceni2r@conneclnet.com CIVIL • STRUCTURAL MECHANICAL • PETROLEUM CLIENT. JOB. CALCULATED BY_ CHECKED BY SCALE DATE. DATE. SHEET NO_-Of. LA COSTA ENGINEERING 1950 KELLOGG AV £ . CARLSBAD, CALIFORNIA 92008 TEL 760-931-0290 FAX 438-52 51 EMAIL: Icengr9connectnet.com CIVIL • STRUCTURAL MECHANICAL- PETROLEUM CLIENT. JOB. CALCULATED BY_ CHECKED BY SCALE DATE. DATE. SHEET NO ' OF. _4__4--J—4—4—- LA COSTA ENGINEERING 1950 KELLOGG AV E . CARLSBAD, CALIFORNIA 92008 TEL 760-931-0290 FAX 438-5251 EMAIL: lcengriSconnectnet.com CIVIL • STRUCTURAL MECHANICAL- PETROLEUM CLIENT. JOB. CALCULATED BY. CHECKED BY SCALE DATE. DATE.. SHEET NO_.OF. LA COSTA ENGINEERING 1950 KELLOGG AVE. CARLSBAD, CALIFORNIA 92008 TEL 760-931-0290 FAX43B-5251 EMAIL: lcenar@connectnet.com CIVIL • STRUCTURAL MECHANICAL* PETROLEUM CLIENT. JOB. CALCULATED BY_ CHECKED BY SCALE DATE. DATE. SHEET NO_3. OF . LA COSTA ENGINEERING 1950 KELLOGG AVE. CARLSBAD, CALIFORNIA 92008 TEL 760-931-0290 FAX 438-5251 EMAIL: lcenijr@connectnet.com CIVIL • STRUCTURAL MECHANICAL* PETROLEUM CLIENT. JOB. CALCULATED BY_ CHECKED BY SCALE DATE. DATE. _ SHEET N0__OF. mrn^^jM- LA COSTA ENGINEERING 1950 KELLOGG AVE. CARLSBAD, CALIFORNIA 92008 TEL 760-931-0200 FAX 438-5251 EMAIL: Icenijr sHonneunet.com CIVIL • STRUCTURAL MECHANICAL* PETROLEUM CLIENT. JOB. CALCULATED BY_ CHECKED BY SCALE DATE. DATA- _OF. LA COSTA ENGINEERING 1950 KELLOGG AVE. CARLSBAD, CALIFORNIA 92008 TEL 760-931-0290 FAX 436-5251 EMAIL: lcengr@connectnet.com CIVIL • STRUCTURAL MECHANICAL* PETROLEUM CLIENT. JOB. CALCULATED BY_ CHECKED BY SCALE DATE. DATE- SHFFT NO 12 OF LA COSTA ENGINEERING 1950 KELLOGG AVE. CARLSBAD, CALIFORNIA 92008 TEL 760-931-0290 FAX438-5251 EMAIL: Icen9r8connectnet.com CIVIL • STRUCTURAL MECHANICAL* PETROLEUM CLIENT. JOB. CALCULATED BY- CHECKED BY SCALE DATE. DATE. SHEET NO__OF. IA COSTA ENGINEERING 1950 KELLOGG AVE. CARLSBAD, CALIFORNIA 92008 TEL 760-931-0290 FAX 438-5251 EMAIL: Icenun9connectnet.com CIVIL • STRUCTURAL MECHANICAL- PETROLEUM CLIENT. JOB. CALCULATED BY_ CHECKED BY SCALE DATE. DATE. SHEET N0_.OF. LA COSTA ENGINEERING 1950 KELLOGG AVE. CARLSBAD, CALIFORNIA 92008 TEL 760-931-0290 FAX 438-5251 EMAIL: Icen9rifconnectnet.com CIVIL • STRUCTURALMECHANICAL* PETROLEUM CLIENT. JOB. CALCULATED BY_ CHECKED BY SCALE DATE. DATE. SHEET NO._OF. tSIGN i*ROPEK_ 2.0E PARALLAM* PSL ALLOWABLE DESIGN STRESSES (100% LOAD DURATION) Shear modulus of elasticity G - 125,000 psi Modulus of elasticity E - 2.0x10* psi Flexural stress Fb - 2900 psi'W Compression perpendicular to grain parallel to wide face of strands F^ - 650 priwf3) Compression parallel to grain Fd| - 2900 psi Horizontal shear perpendicular to wide face of strands Fv - 290 psi (1) For 12-inch depth. For others, multiply by f^f]0'"' (2) Fa shall not be increased for duration of load. (3) 750 psi for all Eastern Species Parallam® PSL and 1 %" thick Western Species Parallam® PSL ALLOWABLE DESIGN PROPERTIES (100% LOAD DURATION) 2.0E Parallam* PSL 3y2" 2.0E PARALLAM* PSL 17,970 19,900 27,160 34,955. 43,665 T 2.0E PARALLAM* PSL 12,520 460 207 12,855 500 20.8 15,225 §30 24.6 16,070 975 26.0 18,945 1,600 30.6 21,655 2,390 35.0 24,360 3,400 39.4 a 211/i6n 2.0E PARALLAM* PSL 5V411 2.0E PARALLAM* PSL ••'— -18,625 9,390 345 15.2 19,585 9,645 375 15.6 26,955 11,420 625 18.5 29,855 12,055 735 19.5 — — -40,740 14,210 1,200 23.0 52,430 16,240 1,790 263 65,4' 18,2, 2,55 29.! GENERAL ASSUMPTIONS FOR NON-TREATED PARALLAM* PSL • Lateral support is required at all bearing points and along compression edge at intervals of 24" on-center or closer. • Parallam® PSL beams are made without camber; therefore, in addition to com prying with the deflection limits of the applicable building code, other considt attorn, such as long term deflection under sustained loads (including creep), ponding (positive drainage is essential) and aesthetics, must be evaluated. • Roof members shall either be sloped for drainage or designed to account for load and deflection as specified in the applicable building code. • Reductions applied in accordance with: 1994 U6C 1606, 1996 NBC 1606 and 1994 SBC 1604 for floor live load; 1994 UBC 1606, 1996 NBC 1607 and 199' SBC 1604 for roof live load in non-snow (125%) conditions. • 3%' members may be two pieces of W** or a single 3V4" width beam. 5W members may be three pieces 1%", one piece 1%" wfth one piece 31/4", or a single 5V** width beam. 7* members may be two pieces 1%" around one piece 3%", two pieces 3%', or a single 7* width beam. .Seepages 16 and 17 for multiple member beam connections. LA COSTA ENGINEERING 1950 KELLOGG A V E . CARLSBAD, CALIFORNIA 92008 TEL 760-931-0290 FAX 438-5251 EMAIL: lcenQr@connectnet.com CIVIL • STRUCTURAL MECHANICAL* PETROLEUM CLIENT, JOB. CALCULATED BY_ CHECKED BY SCALE DATE. DATE. SHEET N0__OF. 4- 4—W-4— LA COSTA ENGINEERING 1950 KELLOGG AVE. CARLSBAD, CALIFORNIA 92008 TEL 760-9)1-0290 FAX 438-5251 EMAIL: lcengreconnectnet.com CIVIL • STRUCTURAL MFCHANICAL* PETROLEUM CLIENT. JOB. CALCULATED BY. CHECKED BY SCALE DATE. __ DATE. SHEET NO IL>OF LA COSTA ENGINEERING 1950 KELLOGG AVE. CARLSBAD, CALIFORNIA 92008 TEL 760-931-0290 FAX 438-5251 EMAIL: Iceniir9connectnet.com CALCULATED BY CHECKED BY SCALE CIVIL • STRUCTURAL MECHANICAL* PETROLEUM LA COSTA ENGINEHWNfi 1950 KELLOGG AVE. CAILSBAD, CALIFORNIA 92001 711760-931-02*0 FAX 438-5251 EMAIL: lcenfli*connectnet.com CIVIL • STRUCTURAL MECHANICAL* PETROLEUM DIAPHRAGM SPECS: ROOF:USE »/2" CDX 24/0 PLYWOOD. NAIL 8d @ 6" o.c. EDGE, 12" o.c. FIELD, UNBLOCKED. 1) ALL HANGERS, STRAPS, HOLD DOWNS - SIMPSON. 2) ALL CONCRETE 2000 PSI @ 28 DAYS. 3) ALL NAILING PER UBC TABLE 23-H-B-l. 4) FASTEN A-3 5 @ * o.c. ABOVE ALL SHEAR WALLS® BLOCKPLATE, RAFTER/JOIST - PLATE LOCATIONS, OTHERWISE FASTEN @ 48" o.c. 5) ALL LUMBER DF-L, BEAMS AND POSTS SHALL BE GRADE #1. 6) TJTS, PARALLAMS AND MICROLLAMS - TRUSJOIST MCMILLAN. 7) ALL SHEAR WALLS @ 1ST FLOOR TO HAVE MIR 4x4 @ EACH END. * - PER SHEAR WALL SCHEDULE LA COSTA ENGINEERING 1950 KELLOGG AVE. CARLSBAD, CALIFORNIA 9200B TEL 760-931-0290 FAX 438-5251 EMAIL: lcenQr@connectnet.com CIVIL • STRUCTURAL MECHANICAL* PETROLEUM CLIENT. JOB. CALCULATED BY_ SCALE DATE. DATE. SHFFTNO OF LA COSTA ENGINEERING 1950 KELLOGG AVE. CARLSBAD. CALIFORNIA 92008 TEL 760-931-0290 FAX 438-5251 EMAIL: lcenar*connectnel.com CIVIL • STRUCTURAL MECHANICAL- PETROLEUM CLIENT. JOB. CALCULATED BY- CHECKED BY SCALE DATE. DATE. SHEET NO DF . .4 ! - I __ 01 _J£A, -^fN^ b -4- k4~ "~r _L_4 -f _4— -t- 1—t i I I i &>'*& . doart fol/tjife /TA4&:: "i \ ^4 rr+--+- j i._.j j __j._ r -H t T I iH--h- ___j 4 ..J_ CUo ~ - r~ ...U. _LJ_UJ-U- _L+ __J..... ~l ':]iiir -H- LA COSTA ENGINEERING 1950 KELLOGG AVE. CARLSBAD, CALIFORNIA 92008 TEL 760-931-0290 FAX 438-52 51 EMAIL: Icenar9connectnet.com CIVIL • STRUCTURAL MECHANICAL- PETROLEUM CLIENT. JOB. CALCULATED BY- CHECKED BY SCALE DATE. DATE. _OF. LA COSTA ENGINEERING 1950 KELLOGG AVE. CARLSBAD, CALIFORNIA 92008 TEL 760-931 -0290 FAX 438-5251 EMAIL: lcengr@connectnet.com CALCULATED BY CHECKED BY SCALE CIVIL • STRUCTURAL MECHANICAL- PETROLEUM LA COSTA ENGINEERING 195D KELLOTiG AVE. CARLSBAD, CALIFORNIA 92008 TEL 760-931-0290 FAX 438-5251 EMAIL: lcenqnscormectnet.com CIVIL • STRUCTURAL MECHANICAL- PETROLEUM IK COSTA ENGINEERING 1950 KELLOGG AVE. CARLSBAD, CALIFORNIA 92008 TEL 760-931-0290 FAX 438-5251EMAIL: lcenijreconnectnel.com CIVIL • STRUCTURAL MECHANICAL* PETROLEUM CLIENT. JOB. CALCULATED BY_ SCALE. DATE. DATE. SHEET NO.OF 1887 UMFORM BUILOMQ CODE 1ABLE 2MHM—NAHJNQ SCHEDULE HMUNQ1 1. Jpfat to iffi Of gMet; toenafl 3-8d 2. Bridgmgtojoi«t,toeaafleachend 2-8d 3. r X 6" (25 mm X 152 nmQ«nMl(xy or IB«^ each Jofat, face pan 2-8d 4. Wider man 1' x 6* (25 mm. x 152 mm) aUbfloor to each joto.&cenaH 3-8d 5.2-16d 6. Sole plate to jottSole plate to jottf or 1orblocWni.il fee adwafl panels 161 at 16* (4063-16dperl6'('o-c.mm) 7.Tbpph»lo«PJd,«adiiaa 2-16d B. Stud to aote plate 4-8d, toman or 2-164, end natt 9. Do«ibkatndi,fa<xnafl 16dat24*(610mm)o.c. la Doubled top Doable top typical nee nan 16d ac. 16d IL BkK*mibetweatjote«oriitoi»toloppiite.lotii«n 3-8d 12. Rimjo6ttotopphte.toeii«n 8dtt(S«(152mm)ac. 13.2-16d 14. Cbadmwuibetdaitwopbccf Kd«tiy(406mm)ftc.«loiige«cfaedge 15. Cellmtjobtitophte.toettin 3-8d 16.4-Sd 17.3-16d 18. 19.3-*d 20. l'C25imn)br»cetDe«diitudMidptote>nccii>n 2-8d 21. 1* x 8*(2SiimX203iiim)ihe«mm80cfc«itoe»cfabMting,fcr«inin 22. Wider Bum V X 8* (25 mm X 203nnn)«hMllmigtDe«aibe«riiifc&ceii»n 3-8d 23. Baflt-up comer Unds 16d«t24*(610mm)oc. 24<> Buflt-op ficdcr ww beuos 20d>t 32* (813 rom) o^il top and bo<tom«i¥irt«ffierel2>20d«t cadi iai«teidiipUce 25. 2* (51 mm) photo 2-16d it eadi bearing 26.Siftfloor MM! w*U sbetthmg (to fommg): &P CbmbintiaB wbltooMmdedaymeot (to finning^ 27. P«nd riding (to famtajip: 6d< 28.V (12.7 mm) Nal6ga.» Ho-Upu* No.l6ga.' 4d»fid" 1 at 6 inches (152 mm) on center at i 48 inenet (1219mm) or more. ForaaOmg of wood atnctaaal panel t^paHkdeboiida^ibia{mai^abMriraIU,Ri^to^e^k»s:for watt aheaming may be common, box or easing.3Oommon or deformed thank. (tie iUng or caring mdbspaced 3 indies (76^M.earner at and 6 factae* (152 mm) on center at totanntdlato anppods.^ (4Kom)J20inchM(50eiiiB)ffstren^axbmto (6ffimmV^iv or fiidAB^ cpw^ 6 inclwi (152 m^^ VARIES SEE PLAN VARIES5 i•T3a «••• • • j» • • • • • • * • • • » *i •i !• • • MM i—r-•T- •' iFOP OF F.JL ^/ / // •V* . 4 / m * • • • • • • • * • * • *\ M ••• i J - nni mi c DI A TCT sv> or A K i TOP OF PLATE jtir DftCT IT A PUD OR (2) 2x's *>yjl FJI fWIMf* AUGN AT PLYWOOD OR DRYWALL SHEAR PANEL EDGES 3/8" PLYWOOD SHTG:rff « /•}* CTO II ctrr PLAN & SCHEDULE FOR NAILING P— >— — 2x4 PT. SILL ' TOP OF SLAB NOTES: PLYWOOD SHTG. EXTENDS TO THE TOP OF DOUBLE PLATE O ONE STORY AND TO TOP OF FLOOR JOISTS O SECOND STORY. EXTEND TO TOP OF TRUSS O TRUSSES. PLYWOOD SHALL HAVE FRAMING OR BLKG. AT ALL EDGES OF ALL SHEAR WALL. *FOR SHEAR WALL TYPE C, D. E, & F ADD 2x BLOCKING CONT. O BOTTOM SILL PLATE. SPIKE w/(2)-16d EA. BLOCK TO EXISTING SILL PLATE. ALSO ADD 2x4 STUD TO EXISTING STUD O ADJACENT PANEL EDGES, SPIKE w/16d O 12" o.c. PER LA. CITY MEMO 5/20/94 (FOR RETROFIT ONLY) 0907 ROOPDIA. BOUNDARY NAILING PLYWOOD SHTG. A34 RR TO TOP PLT. 2x4 STUDS O 16" o.c. "WHERE R.R.'s ARE PARALLEL TO SHEAR WALL 0901 EXTERIOR SHEAR WALL TO ROOF DIAPHRAGM (CASE 2) KMJD r-o"JNOOP FRAMING MJNHfe LA COSTA ENGINEERING 2312 CAMINO VIM ROME STE ICARLSBAD. CALIFORNIA 92DM TEL 7(0431-02(0 FAX 431-MUEMAIL Icenfii9connectnet.com CIVIL • STRUCTURAL MECHANICAL* PETROLEUM •31 (aABl£ mm MST37- POST - SEE PLAN •BEAM - SEE PLAN JEW 0908 NMCi BEAM TO POST PETAIL SCALE' i-i/2" = r DIVISION- WOOD SUB-DIVISION- . FRAMING NUMBER. LA COSTA ENGINEERING 2312 CAMINO VIM RO6LE STC I CAUSBAD. CAllfOKNfA 92001 TH. 760431-02M MX 431-M6I EMAOi kenoi*connectncl.com CIVIL • STRUCTURAL MECHANICAL* fETROLEUM U . ALL' STRUCTURAL fiTEEL SHALL CONFORM TO ITHE l^TEST'EpmON OF ' THE AISC.PRACTICE AND SFECRCATfeNS FOR THE " ERECTION OP THE•' ' - 2; • '•;•-•-"'— ' "• * ""V . .,^/:V-VVv-'-^'</' >o^^'^^.S6'-«ftii;-:'-;- • 02-10-2006 City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 Plan Check Revision Permit No PCR06007 Building Inspection Request Line (760) 602-2725 Job Address 2041 CARACOL CT CBAD Permit Type PCR Parcel No 2151203300 Lot# 0 Valuation $0 00 Construction Type NEW Reference # CB053427 Project Title BOND RES WALL.WNDOW CHANGES GARAGE ROOFLINE CHANGES Applicant BOND JAMES B REVOCABLE TRUST 12-10-96 2041 CARACOL CT / ' CARLSBAD CA 92009 x Status ISSUED Applied 01/18/2006 Entered By KG Plan Approved 02/10/2006 Issued 02/10/2006 Inspect Area OwnerBOND JAMES B REVOCABLE TRUST 12-10-96 2041".CARACOL CTCARLSBAD CA 92009 , Plan Check Revision Fee Additional Fees $18000 - $000 Total Fees $18000,' Total Payments To Date ,-$18000 Balance Due $000 Inspector FINAL APPROVAL Date Clearance NOTICE Please take NOTICE that approval of your project includes the Imposition" of fees, dedications reservations, or other exactions hereafter collectively referred to as 'fees/exactions ' You have 90 days from the date this permit was issued to protest imposition of these fees/exactions If you protest them, you must follow the protest procedures set forth in Government Code Section 66020(a) and file the protest and any other required information with the City Manager, for processing in accordance with Carlsbad Municipal Code Section 3 32 030 Failure to timely follow that procedure will bar any subsequent legal action to attack, review, set aside void, or annul their imposition You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capacity changes nor planning, zoning, grading or other similar application processing or service fees in connection with this project NOR DOES IT APPLY to any fees/exactions of which you have previously been given a NOTICE similar to this, or as to which the statute of limitations has previously otherwise expired PERMIT APPLICATION CITY OF CARLSBAD BUILDING DEPARTMENT 1635 Faraday Ave , Carlsbad, CA 92008 FOR OFFICE USE ONLY PLAN CHECK NO EST VAL Plan Ck Deposit Validate Date Address (include Bldg/Suite usmess Name (at this address) Legal Description Name :4,'»; 1 PROPERTY'OWNER Lot No Subdivision Name/Number -VJ Unit No Phase No Total ft of units Address City State/Zip Telephone # issuance also requires the applicant for such permit to file a signed statement that he is licensed pursuant to the provisions of the Contractor s License Law [Chapter 9, commending with Section 7000 of Division 3 of the Business and Professions Code] or that he is exempt therefrom, and the basis for the alleged exemption Any violation of Section 7031 5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars 1$500|) Name State License it Address License Class City State/Zip City Business License # Telephone # Designer Name State License # Address City State/Zip Telephone 'CILWQRKERS-'COMPENSATION I • f ! - V?iS^ ITSBfe'!, ',W 1.?' ^ »/« ^ € ^ '^^l !!Vl€ I P ,5 Workers Compensation Declaration I hereby affirm under penalty of perjury one of the following declarations D I have and will maintain a certificate of consent to self-insure for workers' compensation as provided by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued 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 I$100] OR LESS) n 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' compensation coverage is unlawful, and shall subject an employer to criminal penalties and civil fines up to one hundred thousand dollars ($100,000) in addition to the cost of compensation, damages as provided for in Section 3706 of the Labor code interest and attorney s fees SIGNATURE _ DATE _ f .' COWNER-BUHDER DECLARATION l^Slu^i W^J !SV „ «N '*< ! I «!Vp /! !, I ty_ j3 '7 ' #' !< k ^ii $"!"'? y VS! ]$A<?" 'fl> ^ T ',' l ,(• ^ ' & «»' i.^* ' »a s$ Irf ' .',"•? 1 hereby affirm that I am exempt from the Contractor's License Law for the following reason Q 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) CD 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 contractors) licensed pursuant to the Contractor s License Law) n I am exempt under Section _ Business and Professions Code for this reason 1 I personally plan to provide the major labor and materials for construction of the proposed property improvement Q YES QNO 2 I (have / have not) signed an application for a building permit for the proposed work 3 I have contracted with the following person (firm) to provide the proposed construction (include name / address / phone number / contractors license number) 4 I plan to provide portions of the work, but I have hired the following person to coordinate, supervise and provide the major work (include name / address / phone number / contractors license number} __ 5 1 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 COMPJLET68JH13 SECTION FOR NON-RESIDENTIAL BUILDING PERMITS ON LYu ( I'r&i !' , » %i ' f ' L . 8 «'. !t «!f [. I $ U ' •' !* 1* ! ! Itf i i .'»! ! ! 8" .V * P" 'I ^ « ! !T . j .mii*1 iXlil '$ 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? Q YES O NO Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district' n YES Q NO Is the facility to be constructed within 1 ,000 feet of the outer boundary of a school site? d 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 ADDRESSLENDER'S NAME "9 " IF APPLICANT, CERTIFICATION? ^ 'jt ll/jllS,,™^'& j ,71CCTT/" f* ?*» | «T, ? pf 't-j7 |7 a (^j^, j,& (£ \ T&',, ^; ^J^T'.,! ?{."• £'!T ' If IT."' >-V, / r I certify that I have read the application and state that the above information is correct and that the information on the plans is accurate I agree to comply with all City ordinances and State laws relating to building construction I hereby authorize representatives of the CitV of Carlsbad to enter upon the above mentioned property for inspection purposes I ALSO AGREE TO SAVE INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS, COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT OSHA An OSHA permit is required for excavations over 5'0" deep and demolition or construction of structures over 3 stories in height EXPIRATION Every permit issued by the building Official under the provisions of this Code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 180 days from the datj t any time after the wonRB^WQrnencedJJor a penod_of 180/gay^Sectic APPLICANT'S SIGNATURE —f ACS<; v •» v- —\ — YELLOW Applicant PINK Finance such permit or if the building or work authorized by suh permit is 4 4 Uniform Building Code) DATE dspended or abandoned EsGil Corporation In fartnersdtp wtfi government f or <£ui£ding Safety DATE February 6, 2006 Q AEELICANT~ JURISDICTION Carlsbad a PLAN REVIEWER a FILE PLAN CHECK-NO PCR06-007(Orig. 05-3427) SET II PROJECT ADDRESS 2041 Caracal Ct. PROJECT NAME Revisions to The Bond Residence Addition and Remodel The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes XI The plans transmitted herewith will substantially comply with the jurisdiction's building codes when mmor.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 X] 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 XI REMARKS Plans must be stamped and signed by the Engmeer'of design By BUI Elizarraras Enclosures Esgil Corporation E3 GA D MB D EJ D PC 1/31/06 trnsmtldot 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 * (858)560-1468 * Fax (858) 560-1576 EsGil Corporation In Partnership wttfi government for (Buifding Safety DATE January 26, 2O06 a APPLICANT JURISDICTION Carlsbad t • Q FILE PLAN CHECK NO PCR06-007(Orig. 05-3427) SET I PROJECT ADDRESS 2041 Caracol Ct. PROJECT NAME Revision to The Bond Residence Addition and Remodel 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 XI The check list transmitted herewith is for your information The plans are being held at Esgil Corporation until corrected plans are submitted for recheck I The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person X] The applicant's copy of the check list has been sent to James Bond 2041 Caracof Ct Car/sbad, CA 92009 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 James Bond Telephone # 760-443-6900 Date contacted *-*«-«> (by &*-) Fax # Mail Telephone ix" Fax t-^ In Person REMARKS " " ^-_-..— ... . By Bill Elizarraras Enclosures Esgil Corporation D GA D MB D EJ D PC 1/20/06 trnsmtldot 9320 Chesapeake Drive, Suite 208 •* San Diego, California 92123 * (858)560-1468 4- Fax (858) 560-1576 Or Carlsbad PCRO6-007(Orig. 05-3427) January 26, 2006 PLAN REVIEW CORRECTION LIST SINGLE FAMILY DWELLINGS AND DUPLEXES PLAN CHECK NO PCR06-007(Orig. 05-3427) JURISDICTION Carlsbad PROJECT ADDRESS 2041 Caracol Ct. FLOOR AREA. STORIES HEIGHT REMARKS Revisions DATE PLANS RECEIVED BY DATE PLANS RECEIVED BY JURISDICTION ESGIL CORPORATION 1/20/06 i- DATE INITIAL PLAN REVIEW ' PLAN REVIEWER Bill Elizarraras COMPLETED January 26, 2006 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 pnor 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 2002 NEC 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 m conformance withJhe.cited code_s.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 PCR06-007(Orig. 05-3427) January 26, 2006 • PLANS 1 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 2 Plans, specifications and calculations shall be signed and sealed by the California state licensed engineer or architect responsible for their preparation Specify expiration date of license (California Business and Professions Code) 3 On the cover sheet of the plans, specify any items requiring special inspection, in a format similar to that shown below Section 106 3 2 • REQUIRED SPECIAL INSPECTIONS In addition to the regular inspections, the following checked items will also require Special Inspection in accordance with Sec 1701 of the Uniform Building Code ITEM REQUIRED REMARKS • EPOXY ANCHORS YES 4 Glazing in the following locations should be of safety glazing material in accordance with Section 2406 4 @ window 12 a) Fixed or operable panels adjacent to a door where the nearest exposed edge of the glazing is within a 24-inch arc of either vertical edge of the door in a closed position and where the bottom exposed edge of the glazing is less than 60 inches above the walking surface b) Individual fixed or operable panels, other than those locations described above," that meet all of the following conditions i) Exposed bottom edge is less than 18 inches above the floor To speed up the review process, note on this list (or a copy) where each correction item has - been addressed, i e , plan sheet, note or detail number, calculation page, etc The jurisdiction has contracted with Esgil Corporation located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123, telephone number of 858/560-1468, to perform the plan review for your project If you have any questions regarding these plan review items, please contact Bill Elizarraras at Esgil Corporation Thank you Carlsbad PCRO6-007(Orig. 05-3427) January 26, 2006 VALUATION AND PLAN CHECK FEE - JURISDICTION CarlsbadPLAN CHECK NO PCR06-007(Orig. 05-3427) PREPARED BY Bill Elizarraras DATE January 26, 2006 BUILDING ADDRESS 2041 Caracol Ct. BUILDING OCCUPANCY R3/U1 TYPE OF CONSTRUCTION VN BUILDING PORTION - Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code AREA ,(Sq Ft) cb Valuation Multiplier , > By Ordinance Reg Mod VALUE ($) * - 1994 UBC Plan Check Fee $18000 Type of Review Repetitive Fee Repeats D Complete Review D Other Hourly 1 5 Structural Only Hours Esgil Plan Review Fee $14400 * Based on hourly rate Comments , Sheet 1 of 1 macvalue doc PLANNING/ENGINEERING APPROVALS PERMIT NUMBER JBB*O(r>-Q~7 DATE /-l^- ADDRESSelO*-/ ( d&KOQjOl TENANT IMPROVEMENT RESIDENTIAL ADDITION MINOR « $10,000.00) OTHER PLAZA CAMINO REAL CARLSBAD COMPANY STORES VILLAGE FAIRE COMPLETE OFFICE BUILDING PLANNER DATE (O ENCINEE DATE Docs/Misfarms/Planning Engineering Approvals ENGINEERING 1950 KELLOGG AVE CARLSBAD CALIFORNIA 92008 TEL 760 931-0290 FAX43B 5251 EMAIL Icengrifflconnectnet com CIVIL • STRUCTURAL MECHANICAL* PETROLEUM STRUCTURAL CALCULATIONS PROJECT BOND REMODEL/ADDITION 2041 CARACOLCT CARLSBAD, CA 92009 ENGINEER MARTELLB MONTGOMERY ^^ RCE 50344 EXP 6-30-07 DATE SEPTEMBER 9 2005 DESIGN LOADS 1997 UBC Roof Load lOpsfDL 20 psf LL 30 psf TL Seismic Properties Exterior Wall Load 15psfDL = TL Interior Wall Load 5 - 8 psf DL = TL Wind Properties Seismic Zone 4 Exposure B R = 5 5 (2 2 for cantilever columns) Method 2 1=1 0 Nearest Fault >5 km Seismic Source B Soil Profile Sd assumed Near-Source Factor N^ = 1 0 Seismic Coefficient Ca = 0 44 Reliability/Redundancy p=lQ 1= 1 0 Max Wind Speed 70 mph Ce = 062 1st Roof Cq=l 3 \991 UPC. 1997 NP5 MATERIAL 5TKUC11IRAI PgQPEgrTE5 E5EAM5 St™«R5 F E = 1.6x 106psi fv = 85 psi f0= 1000 psi f± = 625 psi ft = €50 psi 2x4: A = 5.3 in3 I = 5.4m4 2x6: A = 8.3 in3 I = 20 8m4 ft = 13 10 psi 2x8: A = 10.9 in3 S = 13.1m3 I = 47.6m4 2x10: A 1 *> /I 2a ^= / T U illrf* J.*J m^ ft* 1 = 98.9 in4 2x12: 1 = 178.0m4 2x14: A =19.9 in3 S = 43.9 In* I = 290.8m4 ft =950 psi 2x16: A = 22. 9 in3 S = 581 in3 1 =443.3 in4 vomi/t riz - '6>5T5, flM0£K5: WMZM&EZt 4x4: A =12. 3 in3> 8=7.11!? I =12.5 in4 ft = 1200 psi 4x6: A = 19.3 in3 I = 48.5m4 ft = 1200 psi 4x8: A = 25. 4 in3 I = 111 1m4 ft = 1200 psi 4xlO: A « 32.4 in3 S = 49.9 in3 I = 230 8m4 ft - 1200 psi 4x12: A -=39. 4 in3 1 = 415 3 in4 ft - 1100 psi 4x14: A -46.4 in3 S = 102.4 m* 1 ~ 678.4 in4 ft -= 1000 psi 4x16: A « 53.4 in3 8 = 135 7 it? 1 -1034.4 in4 ft = lOOOpsi LARCH (t?F, I?F-L) £ = 16x10" fv = 95 psi fe = 600 psi f j.^625 psi ft =850 psi *~ #// 6XMZMPEK5- #/' 6x4: A = 19.3 in3 S = 11.2 in3 1=19.7 in4 ft = 1350 psi 6x6: A =303 in2 1=76 3 in4 ft = 1350 psi 6x8: A =39 9 m3 1 = 174.7 'm4 ft = 1350psi 6x10: A =50 9 in3 S=784m3 1 = 362 7 in4 ft = 1350 psi 6x12: A = 61.9 in3 S~ 116.0m3 1 = 652 6 in4 ft = 1350 psi 6x14: A = 72 9 m3 S= 160.9 ii? I =1066 2m4 ft = 1350 psi 6x16: A = 83.9 in3 8 = 213.2 in3 I =1625.5 in4 ft = 1350 psi LA COSTA ENGINEERING II^H KLLIOGG A \ [ CARLSBAD CALIFORNIA 92000 m 760931 Q29U FAX43E 52b1 [MAIL Icen^tiJTconiiccint I com C1VII • STRUCTURAL JUCCH \MCAL • PCTKO1 FUM CLILNT JOB >a/gm CALCULATED RV CHECKED BY __ SCALE DATE, SHEET NO.-OF LA COSTA ENGINEERING 1050 KCLLOGG A V L" CARLSBAD CALIFORNIA 92008 TCL760 931 0290 FAX 438 5251 TMAIL kemjr^connectnet com CIVII • STRUCTURAL MECHANICAL • PETRQLL.UM CLIENT. JOB CALCULATED BY. CHECKED BY_ SCALE DATE DATE SHEtTNO..OF. LA COSTA ENGINEERING 1950 KfLLOGG AVF CARISFJAD CALIFORNIA 92008 TLL 760 911 0290 FAX 433 52sl EMAIL Icengr^tonnetlnU torn CIVIL - STRUCTURAL M F C H A M C A > • P L T R O L E U \\ CLICNT JOB_ CALCULATED BY_ CHECKED BY SCALE DATT. ^L_OF LA COSTA ENGINEERING 1950 kLLLOGG AVI CARLSBAD CALIIORN1A 9200B Til 760 931 0290 FAX 438 5251 EMAIL Icen4r«fconnectnet com CIVIL • STRUCTURAL WffHAMCAl • PITBOI CUM CLIENT. JOB CA1QILATFDRY CHFfKFD RY SCAIF HAH DAU SHFFT NO O OF LA COSTA ENGINEERING 1950 K1LLOGG A \ E CARLbBAD LAL1IORNIA 92008 TEL 760 Q31 0230 FA\438 5251 EMAIL konQiMi'ninneunPt torn CIVIL • S I R LI C I U R A L 1U( hAJMIC AL • PIT ROLE UM CLIENT JOB_ CALCULATED BY_ CHECKED B\ SCALE DATE_ DATF SHEfTNO..or LA COSTA ENGINEERING 1950 KLLLOCG ,\ \ [ CWSBAD CALIPORIVHA 9^008 1EL700 931 02<JO IA\438 5251 FMAIL Icenijrfa'connecinel com CIVII • STRUCTURAL MhChANICAl • {'ETROltLIM CLICNT CAICIIIATEDRY rumcrn RV SCAIF RATE DATE ^ SHI Pf NO -T OF LA COSTA ENGINEERING 1950 KFMOCiG AVI CARLSBAD CMIFORNIA 9200SI m?60 931 0290 TAV.-133 5J51UWXIl [(PrKjr'uconnpdnet i.yni CIV It • STRUCTURALMECIIAMICAI • PFTROLLUVi CLIENT. JOB 'CALCULATED BY. CHECKED HV SCALC DATE DA1L-. SMELT NO..OF I _-i_tU-^- JL>, %J_S rULl. _ _ 2ki_J_ _L_ c4 ill O> a fr^N, i, J i-t /O or rft^ _t^Oja j: n) £U - /-—/- [_. 0 Cil - 51/ «i)-u "f^A^i --i.ao f/DpOj) /d ^/i/oueJrLL tr± XJO ^ DESIGN PKOPERTIE 2.0E PARALIAM® PSL ALLOWABLE DESIGN STRESSES (100% LOAD DURATION) Shear modulus of elasbcity G - 125,000 psi Modulus of elarticrty E - 2 0 x 10s pji Flexural stress Fb = 2900 piiW Compression perpendicular to grain parallel to wide face of strands F^ - 650 psi^f3' Compression parallel to gram FJI - 2900 psi Horizontal shear perpendicular to wide face of strands Fv - 290 psi ft) For 12-inch depth For others, mulbply by [£|01t1 (2) F^shall not be increased for duration of load (3) 750 psi for all Eastern Species Parallam® PSL and 1%" thick Western Species Parallam® PSL ALLOWABLE DESIGN PROPERTIES (100% LOAD DURATION) 1%" 2.0E Parallam® PSL 31/2" 2.0E PARALLAM8 PSL 6,260 230 101 jQOW OOffifVfKP jj 02P j[QEP | 6,430 250 104 7,615 415 123 19,900 8,035 490 130 27,160 9,475 800 153 34,955 10,825 1,195 175 43,665 12,180 1,700 197 7" 2.0E PARALLAM* PSL 24,830 12,520 460 20.2 26,115 12,855 500 208 35,940 15,225 830 246 39,805 16,070 975 260 54,325 18,945 1,600 306 69,905 21,655 2,390 350 87,325 24,360 3,400 394 211/ie112.0E PARALLAM® PSL 9,535 4,805 175- 78 10,025 4,935 190 80 13,800 5,845 320 95 15,280 6,170 375 100 20,855 7,275 615 118 26,840 8,315 915 134 33,530 9,350 1,305 151 2.0E PARALLAM* PSL GENERAL ASSUMPTIONS FOR NON-TREATED PARALLAM® PSL • Lateral support ti required at all beanng points and along compression edge at intervals of 24" on-center or closer • Parallam® PSL beams are made without camber, therefore, in addition to com- " plying with the deflecbon limrts of the applicable building code, other consider- ations, such as long term deflection under sustained loads (including creep), ponding (positive drainage is essential) and aesthetics, must be evaluated • Roof members shall either be sloped for drainage or designed to account for load and deflection as specified in the applicable building code • Reductions applied in accordance with 1994 UBC 1606, 1996 NBC 1606 and 1994 SBC 1604 for floor live load, 1994 UBC 1606, 1996 NBC 1607 and 1994 SBC 1604 for roof live load in non-snow (125%) conditions • 3Va* members may be two pieces of 1%" or a single 31/4" width beam 5!V members maybe three pieces 1%", one piece 1%" with one piece 31/&", or a single 51A" width beam 7" members may be two pieces 1%" around one piece 31A" , two pieces 3Vi*, or a Jingle 7" width beam See pages J 6 and 17 for multiple member beam connections LA COSTA ENGINEERING i i) s o k b i i o c G ,\ \ r CARISRAD CALtlORNIA ^OQH TR 760 931 029(1 FU43B 5251 [MAIL l(enijr<*conri< ana com CIVII • STRUCTUFAL U L C II ,\ M C AI • P [ T R O I [ U M CLIENT JOB CALCULATED BY CHbCKEDBY SCALE ^____ DA1E. DATE. JO._OF LA COSTA ENGINEERING 1950 KMlOGtj A V L rARISBAD CUMORNIA 9200B TFI 760 931 0.!QO kAV 438 5251 E\IAH lnjmjnmonneclnin com C I V I 1 « STRUCTURAL MtCIIANiCAL- PETROLLUM CLIENT. JOB CALCULATED BY. CHECKED BY SCALE __ DATE. DATE. SHEET NO i I OF Cfay-Z-L &&£ 4ja--lXUA1 \ i, — T /I "T i T7T i I LA COSTA ENGINEERING 1950 KMIOCG A V r CARLSBAD CMIIORMIA 92008 TLL/bUflJI 0290 [A\438521>1 EMAIL la ri(3r(tf(.onnc.Ltnel com flVIl • STRUCTURAL VI L C H A N I C A L • I' [ T R O L [ I) 11 CLIENT. JOB_ CALCULATED BY_ CHECKED BY_ SCALE DALE DATE SHEET -NO._or I I i— L A^_gfifoAj S;cJ7uL ^_A>_, jfakn. kx~A& o, ife^LQ LtJb LLs ^X -._l^fJ3/^c '^m ^!> ?' __ /Q _._ Ib _Q^ygk><^-CT=! r -i ~T \—**iX stj- K il- i i .i. /5 1950 KELIOGC AVE CARLSBAD CALIFORNIA 92008 TEL 760-931-0290 FAX 438 5251 EMAIL IccnflrOconnectnet com CIVIL • STRUCTURAL MECHANICAL* PETROLEUM DIAPHRAGM SPECS ROOF USE l/2" CDX 24/0 PLYWOOD NAIL 8d @ 6" o c EDGE, 12" o c FIELD, UNBLOCKED CONSTRUCTION CONNECTION REOUIRMENTS 1) ALL HANGERS, STRAPS, HOLD DOWNS - SIMPSON 2) ALL CONCRETE 2000 PSI @ 28 DAYS 3) ALL NAILING PER UBC TABLE 23-II-B-l 4) FASTEN A-35 @ * o c ABOVE ALL SHEAR WALLS @ BLOCKPLATE, RAFTER/JOIST - PLATE LOCATIONS, OTHERWISE FASTEN @ 48" o c 5) ALL LUMBER DF-L, BEAMS AND POSTS SHALL BE GRADE #1 6) TJI'S, PARALLAMS AND MICROLLAMS - TRUSJOIST MCMILLAN 7) ALL SHEAR WALLS @ 1ST FLOOR TO HAVE MEN 4x4 @ EACH END - PER SHEAR WALL SCHEDULE LA COSTA ENGINEERING 1'JSLl klLLOGG A V [ CARLSBAD CAIIFOKNIA 9200B in 760 931 0290 \ \\436 5251 I \1AIL IcpnUr^connt.ctnel com CIVIL • S T R I' C 1 U K A L M CLIENT. JOB CALCULATfD BY. CHECKED BY __ SCAUT DATE. DA.11. _ SIICtTNO_, ib y&.r^o &>jh,I j i ! ""^ 0~iL 'ft '. \. , . -T i i LA COSTA ENGINEERING 1 <l 5 fl kLLLOGG A V t CAkLSGAD CMIFOkNIA <J200B in 760931 029(1 1AX438 5251 entjri'i'conncnnni cum CLIENT. JOB CIVII • ilRUCrL'kAL MLCHANICAL • PETROLEUM CALCULATED BY CHECKED BY SCALL DATT. DATE. SHFET NO_ LA COSTA ENGINEERING 1950 kLLLOOC A V E CARLSBAD CALIFORNIA 92008 TEL 760 931 0290 FAX <!38 5251 EMAI1 lcengrf"connectriet cum CIVll • STRUCTURAL AL* PETROLEUM CLIENT. JOB. CALCULATED BY. CHECKED BY SCALE DATE. __ DATE. __ SHEET NO_U£ OF _ltr_*-f .-_-[_F ' .IV' - - ' C- -" S*_ ^^"•^Tr 1 f * ' *-^_ Ti ^ \. I i^* jg^^p^ JpJ^^ifelfiL LA COSTA ENGINEERING 1950 k t i. L (J G G A \ L CARLSBAD CALIiORNIA 9200B Tfl 760 931 OJ90 IA\43B 5251 [MAIL kengrsiconnectnet com CIVIL • iTRUtlURAI VUCHANICAL • PETROLCUM CLItNT. |OB_ CALCULATED BY. CHECKED BY SCAIF DAH. DAtE. sm:HNo_/jti_oF. LA COSTA ENGINEERING 1 9 b !) K [ I L O f. G A V t LARLSBAD CAIII ORMA '-52008 ILL 760 931 02'JO FAX 438 5251 EMAIL lu n$tt-conneclnel com CIV'll • STRUCT URAL F'tTROI fUM cur NT. JOB CALCULATED BY. CHECKLDBY SCAIL DATE_ DAfE_ SHEFI LA COSTA ENGINEERING 1 <J 5 0 <\ I ! L O (j C, AVI C^i'LSBAD CAlima\[* 920r)<] in 7UO y31 1)290 FAX 418 5251 LMAIl kfcn0r<<i((innf>(met torn CIVIL • S KULTUR\LMLUIANICAI • PI i ROI L u\i Cl IENT. JOB CALCULATED BY. CHFCKEDBY SCALE DATE DATE SHEET NO J_~ ,uUv <p'- X-Q'-M <p*&- ® <T - ~n1j -tf i. > it i > . . TABLE 23-U-B-1 1097 UNIFORM BUILDING CODE TABLE 23-H-B-1—NAILING SCHEDULE COHHECTIOH MA1UHO1 1. Joist to nil or girder, toenafl 3-8d 2. Bridging to joist, toenail eacfaend 2-8d 3 1* X 6" {25 mm x 152 mm) subfloor or less to each joist, face nafl 2-8d 4. Wderraanr X 6*(25nnn x 152 mm) subfloor to each joist, face nail 3-8d 5 2" (51 mm) subfloor to joist or girder. bUnd and face nail 2-16d6. Sole plate to joist or blocking, typical face nail Sole plate to joist or blocking, atbreced wall panels 16datl6"(4D6mm)o.c.3-16dperI6*(406mm) 7. Top plate to stud, end nail 2-16d 8. Stud to sole plate 4-Sd, toenad or 2-16d, end nafl 9 Double studs, face aaU 16dat24"(610ram)oc. 10. Doubled topDouble top S typical face nanap splice 16datl6*(406'mm)o.c. 11. Blocking between joists or rafters to top plate, toenail 3-8d 12. Rim joist to top plate, toenail 8d at 6* (152 mm) ox. 13 Top plates, laps and Intersections, face nafl 2-16d 14. Continuous header two pieces 16d at 16" (406 mm) O.C. along each edge 15. Ceiling joists to plate, toenail 3-8d 16. Continuous header to Stud, toenail 4-&S 17. Oiling joists, laps over partitions, face nail 3-16d 18. Ceiling joisls to paralfelrafteis, face paU 3-16d 19. Rafter to plate, tocnafl 3-8d 20. 1* (25 mm) brace to each stad and plate, face nafl 2-8d 21. I* x 8" (25 mm x 203 mm) sheathing or less to each beating; face nail 2-Bd 22. Wider than 1* X 8* (25 mm x 203 mm) sheathing to each bearing, face nail 3-Bd 23 Boat-up comer studs 16dat24"(610mm)o.c. 24. Built-up girder and beams 200* at 32" (813 mm) o.c. at top and bottom and staggered 2-20d at ends and at each splice 25. 2" (51 mm) planks 2-16d at each bearing 26. Wood structural panels and paitideboard2 Subfloor and wall sheathing (to framing): 1/j" (12.7 mm) and less *%j°/4* (15 mm-19mm)7/s"-l* (22 mm-25 mm) 1 W'-lV/ (29 mm-32 mm) Combinanon sabfloor-underiayment (to baming)3/4" (19 mm) and I*55 V-1* (22 mm-25 mm)lVg*-lV4' (29 mm-32 mm) 8d4or6d5 6d5 10d4or8d5 27. Panel siding (to framing)2: tyi" (12.7 mm) or less 6d« 28. Fiberboard sheathing.7 1/2* (12.7 mm) 25/32'(20 ana) No.llga.8 «* No-lfiga-9 No.l6ga9 29. Interior paneling V/(6.4mm) 1 Common or box nails may be used except where otherwise stated ^ails spaced at 6 inches (152 mm) on center at edges, 12 inches (305 mm) at intermediate supports except 6 inches (152 mm) at all supports where spans are 48 inches (1219 mm) or more. For nailing of wood structural panel and pamcleboard diaphragms and shear walls, refer to Sections 231533 and 2315.4. Nails for wall sheathing may be common, box or casing.^Common or deformed shank.4Comraon. 'Deformed shank.6Coiro5ion-K5istaot siding or casing nails conforming to the requirements of Section 23043.7Fisteners spaced 3 inches (76 mm) on center at exterior edges and 6 inches (152 mm) on center at intermediate supports8Corrosion-resistant roofing nafls with ^^-inch-diameter (11 mm) head and iVj-inch (38 mm) length for Vrinch (12,7 mm) sheathing and l3/4-inch (44 mm ) length for ^/winch (20 mm) sheathing.confonnmg to ^reo^niements of Scctioa 23043.'Corrosion-resistant staples with nominal Vi«-faich (11 mm) crown and iVs-inch (29 mm) length for 1/24nch (12.7 mm) sheathing and iVz-ioch (3S mm) lengthfor 25/32-inch (20 nun) sheathing conforming to the reqnuements of Section 23043. "'Pantl supports at 16 inches (406 torn) {20 inches (508 mm) i£ strength axkuithe long diiectioc of the nwel, unless otherv^markiBd] Casing or finish nailsspaced 6 inches (152 mm) on panel edges, 12 laches (305 mm) at intermediate supports. -'11 Panel supports at 24 inches (610 mm). Casing or finish nails spaced 6 inches (152 mm) on panel edges, 12 inches (305 mm) at intermediate supports 2-282 VARIES SEE PLAN VARIESi z X tfj -» > • * * • • • » • - * * • * *1^ ^ * i V , . - 1'OP OF F.J. ,/ / r // * — c / * • • * * * • 4 * • * * *I ^ KM • Tr ^/— ULJUISLL F'LAIt. Uf< ULAM TOP OF PLATE OR (2) 2x's AUGN AT PLYWOOD OR DRYWALL SHEAR PANEL EDGES '£Xr* olUUo 3/8" PLYWOOD SHTG: K i/£. olK.II bLt PLAN & SCHEDULE FOR NAILING r— > 2x4 PT. SILL / TOP OF SLAB NOTES: PLYWOOD SHTG. EXTENDS TO THE TOP OF DOUBLE PLATE & ONE STORY AND TO TOP OF FLOOR JOISTS 6 SECOND STORY. EXTEND TO TOP OF TRUSS ® TRUSSES. PLYWOOD SHALL HAVE FRAMING OR BLKG. AT ALL EDGES OF ALL SHEAR WALL. *FOR SHEAR WALL TYPE C. 0, E. & F ADD 2x BLOCKING CONT. © BOTTOM SILL PLATE. SPIKE w/(2)-16d EA. BLOCK TO EXISTING SILL PLATE. ALSO ADD 2x4 STUD TO EXISTING STUD O ADJACENT PANEL EDGES; SPIKE w/16d © 12" o.c. PER L.A. CITY MEMO 5/20/94 (FOR RETROFIT ONLY) 0907 agUJi UJ X <3 Ml&«*JIBUCGOrtATB» xWACtt4 ±9 £2 &. oJ rrj * ox >si vfi 3 Tllflxao<T>*> O3 vn o fidUS o ffif g_ US CO DIA. BOUNDARY IM/MUIWO V \ , PLYWOOD SHTG. \l ^Sr rim o2 £ Kxu. h Ljfe ' 1^ <"»° ' ^po: .0 XCL VI T^ px;>< s^ j ES. \T\ L-2x RAFTER\\ \-A34- RR TO TOP PLT. ?af4 *iTllDS ft 1ft" nr *WHERE R.R.'s ARE PARALLEL TO SHEAR WALL 0901 HMD SHEAR HALL TO ROOF PIAPHRASM (CASE 2) 1-1/2" = 1- Btvma* FRAMIN& MMKR> LA COSTA 1NGINEERING 2382 CAM1NO VIDA ROBLE STE L CARLSBAD, CALIFORNIA 92009 TEL 760-931-0290 FAX 437-1161 EMAIL tcengreconnectnet.com CIVIL • STRUCTURAL MECHANICAL* PETROLEUM SWEAR FVWEl- PEfc Mil BEAM -SEE PLAN fflffl MST37- POST - SEE PLAN 0908 HARD (&) BEAM JO POST PETAIL (pR/\6 SCALD I-I/2" = I-O" DIVISION-SUB-DIVISION- FRAMING NUMBER' -A35 EA. SIDE MST 37- BEAM PER PLAN (2) 2x4 TOPTOP PIT. 111n 1144 A35 EA. SIDE MST 37 POST PER PLAN NAMD 0912 (A,) BEAM TO POST PET AIL SCALE' i-i/2" = r- DIVISION:SUB-DIVISION FRAMING MUHBER' 67EEL AMP l> ALL STRUCTURAL STEEL SHALL CONFORM T0"lWE LATEST' EDITION OF THE AISC PRACTICE A^ SPECIFICATIONS FOR THE DESK^' -C FABRICATION AND ERECTION OF THE BU1LDN3S SUNLESS OTHERuiSE SPECIFIED^ / . ", , " % / ^'- 2) ALT STRUCTURAL STEEL SHALL' CONFORM TO ASTW'A3^(pfi96 KMtf ; " " * * ALL GRADE ' , -ft}' NUTS FOR-MAdHNE BL.^U. CWK^ TO ^TH sil MEX^GRAOE A. - 6; WISH STWENSmBOLTsifi^a^ SHALL CONFORM tO^ASTM ^5 UHEN' ; • •' i; NUTS FOK^KSrt.SENtSTH OtTS HALL BE t«Ayr HEX-QRApE C . t" -.. • ,x^Ohl?^RWI^WlA&3W>A56.a;v . ;;' ..^.^ _-"-;Vj.''* -'''-,-->, e; >^SlWNKtSROOT"6>WU.HA^ A^N«-W1 COftPI*5&lVE STlSJSWAT- v'. 2& I5AY& OF 1«?fe-p$I FER'A&Ttt C1^9, OaoUTINCi OFfcASE PLATES . " ".*}" 5TEEJ. FABRICATOR SHALL SUBrtf SMOP I^AlWN£&F^"AFpR(^ftt." - - '•',._._, ^ •pEV!ATl^ADDn30lHS'OR,-,:^>A :OF"H.„ _, Aw^.KiSr»i3PRrAM»K.ta-h**«ac*». -STEEL' FABRICATORS . , ; • ; . eeAHAF!^^ ,{'' • » f:- tfuscm triF om~c'Ti*1»'V51^ Vf **\ Mr^n^fc^T^ci^ r«] V ; "-V; APPWVEO 6T THE- <MNjg.lgJffte<gajLEa?^5 -PER LA COSTA ENGINEERING 1950 KtlLOGG A V T CARLSBAD CALIFORNIA Q200B TLL760 9i1-0290 FAX 43(1 5211 EMAIL leerujriJicannPclnt t com CIV I! - STRUCTURAL MECIIANICAI • FLTROLLUM JOB CALCULATED BY_ CHECKED BY SCALf DAFE DATI SHEET NO _or ^co^ LUO(Tj§1QoiS50>0w en£LLJcc o OOOQ. CO ^^ ^PO (O c^ H ^ -QJ j V cf < r