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Home My WebLink About2855 CACATUA ST; ; CB033454; Permitm City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 05-26-2004 ' Residential Permit Permit No: CB033454 Building Inspection Request Line (760) 602-2725 Permit Type: RESDNTL SubType: RAD Parcel No: 21 53701 900 Lot#: 0 Valuation: $32,496.00 Construction Type: NEW Occupancy Group: Reference #: # Dwelling Units: 0 Structure Type: Bedrooms: 0 Bathrooms: 0 81 RE ROOF W1 LIGHT TILE, EAGLELITE 414 Project Title: PEREZ RES-524 SQFT ADDITION Applicant: PEREZ FAMILY TRUST 02-18-99 2855 CACATUA ST CARLSBAD CA 92009 Status: ISSUED Applied: 1211 112003 Plan Approved: 0312912004 Issued: 03/29/2004 Entered By: MEL Inspect Area: PD Orig PC#: Plan Check#: Owner: PEREZ FAMILY TRUST 02-18-99 2855 CACATUA ST 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 Recl. Water Con. Fee $259.67 $0.00 $168.79 $0.00 $0.00 $3.25 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Meter Size Add'l Recl. Water Con. Fee Meter Fee SDCWA Fee CFD Payoff Fee PFF PFF (CFD Fund) License Tax License Tax (CFD Fund) Traffic Impact Fee Traffic Impact (CFD Fund) Sidewalk Fee PLUMBING TOTAL ELECTRICAL TOTAL MECHANICAL TOTAL Housing Impact Fee Housing InLieu Fee Housing Credit Fee Master Drainage Fee Sewer Fee Additional Fees TOTAL PERMIT FEES $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $48.00 $20.00 $30.50 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $530.21 FINAL APPROVAL You are hereby FURTHER NOTIFIED that your right to protest the specified feeslexactions DOES NOT APPLY to water and sewer connection fees and capacity changes, nor planning, zoning, grading or other similar application processing or service fees in connection with this project. NOR DOES IT APPLY to any 4 FOR OFFICE USE ONLY PLAN CHECK NO. c4633 y.9 EST. VAL. Plan Ck. Deposit Validated By & Date /u PERMIT APPLICATION CITY OF CARLSBAD BUILDING DEPARTMENT 1635 Faraday Ave., Carlsbad, CA 92008 - < t$fi Address city Statelzip Telephone # A?- Name 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 0 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. a 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 151001 OR LESS) 0 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. eby affirm that I am exempt from the Contractor's License Law for the following reason: I, as owner of the property or my employees with wages as their sole compensation, will do the work and the structure is not intended or offered for sale . 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). 0 I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and contracts for such projects with contractor(s) licensed pursuant to the Contractor's License Law). 0 1. 2. 3. 4. number I contractors license number): 5. of work): I am exempt under Section I personally plan to provide the major labor and materials for construction of the proposed property improvement. mYES ON0 I G/ have not) signed an application for a building permit for the proposed work. I have contracted with the following person (firm) to provide the proposed construction (include name I address / phone number / contractors license number): I plan to provide portions of the work, but I have hired the following person to coordinate, supervise and provide the major work (include name I address I phone I will provide some of the work, but I have contracted (hired) the following persons to provide the work indicated (include name / address / phone number I type Business and Professions Code for this reason: PROPERTY OWNER SIGNATURE IS SECTION FOR Is the applicant or future building occupant required to submit a business plan, acutely hazardous materials registration form or risk management and prevention program under Sections 25505, 25533 or 25534 of the Presley-Tanner Hazardous Substance Account Act? 0 YES 0 NO Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? 0 YES 0 NO IF ANY OF THE ANSWERS ARE YES, A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED UNLESS THE APPLICANT HAS MET OR IS MEETING THE REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT. 0 YES 0 NO LUYPlN re IS a c LENDER'S NAME LENDER'S ADDRESS I certify that I have read the application and state that the above information is correct and that the information on the plans is accurate. I agree to comply with all City ordinances and State laws relating to building construction. I hereby authorize representatives of the City of Carlsbad to enter upon the above mentioned property for inspection purposes. I ALSO AGREE TO SAVE, INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES. JUDGMENTS, COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT. OSHA: An OSHA permit is required for excavations over 5'0" deep and demolition or construction of structures over 3 stories in height. EXPIRATION. Every permit issued by the building Official 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 permit or if the building or work authorized by such permit is suspended or abandoned at any time after the work is 6.4.4 Uniform Building Code) APPLICANT'S SIGNATURE DATE Applicant PINK: Finance May 3,2005 Permit Number: CB033454 Issue Date: 29-Mar-04 PEREZ RESIDENCE 2855 CACATUA ST CARLSBAD CA 92008 RE: BUILDING PERMIT EXPIRATION ADDRESS: 2855 CACATUA ST PLEASE CALL FOR AN INSPECTION IF WORK IS COMPLETE PERMIT TYPE: RESDNTL Our records indicate that your building permit will expire by limitation of time on 15-Jun-05. The provisions of UBC, Section 106.4.4 as amended by the Carlsbad Municipal Code state: “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 (unless issued prior to 7/1/99 which is one year from date of permit), or if the building or work authorized by such permit is stopped at any time after the work is commenced for a period of 180 days or if the building or work authorized by such permit exceeds three calendar years from the issuance date of permit. Work shall be presumed to have commenced if the permittee has obtained a required inspection approval of work authorized by the permit by the Building Official within 180 days of the date of permit issuance. Work shall be presumed to be stopped if the permittee has not obtained a required inspection approval of work by the Building Official within each 180 day period upon the initial commencement of work authorized by such permit. Before such work can be recommenced, a new permit shall be obtained to do so, and the fee, therefore, shall be one-half the amount required for a new permit for such work, and provided that no changes have been made or will be made in the original plans and specifications for such work, and provided further that such suspension or abandonment has not exceeded one year. In order to renew action on a permit after expiration, the permittee shall pay a new permit fee. Any person holding an unexpired permit may apply for an extension of the time within which work may commence under that permit when the permittee is unable to commence work within the time period required by this section for good and satisfactory reasons. The Building Official may extend the time for action by the permittee for a period not exceeding 180 days on written request by the permittee showing that circumstances beyond the control of the permittee have prevented action from being taken. No permit shall be extended more than once. Please check below indicating your intentions and return this letter to us. Project abandoned. A new permit will be obtained prior to commencing work. No fee extension requested for 180 days. (attach a letter of explanation) Renewal permit requested. If the project has been completed and only a final inspection is needed, please call the inspection request line at If you have any questions, please contact the Building Inspection Department at (760) 602-2700. (760) 602-2725. Christine Wauschek Office Specialist 1635 Faraday Avenue - Carlsbad, CA 92008-731 4 - (760) 602-2700 FAX (760) 602-8560 @ - City of Carlsbad May 3,2005 Permit Number: CB033454 Issue Date: 29-Mar44 HIGHPOINT CONSTRUCTION 1330 LA MIRADA DR SAN MARCOS CA 92069 RE: BUILDING PERMIT EXPIRATION ADDRESS: 2855 CACATUA ST PERMIT TYPE: RESDNTL PLEASE CALL FOR AN INSPECTION IF WORK IS COMPLETE Our records indicate that your building permit will expire by limitation of time on 15-Jun-05. The provisions of UBC, Section 106.4.4 as amended by the Carlsbad Municipal Code state: “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 (unless issued prior to 7/1/99 which is one year from date of permit), or if the building or work authorized by such permit is stopped at any time after the work is commenced for a period of 180 days or if the building or work authorized by such permit exceeds three calendar years from the issuance date of permit. Work shall be presumed to have commenced if the permittee has obtained a required inspection approval of work authorized by the permit by the Building Official within 180 days of the date of permit issuance. Work shall be presumed to be stopped if the permittee has not obtained a required inspection approval of work by the Building Official within each 180 day period upon the initial commencement of work authorized by such permit. Before such work can be recommenced, a new permit shall be obtained to do so, and the fee, therefore, shall be one-half the amount required for a new permit for such work, and provided that no changes have been made or will be made in the original plans and specifications for such work, and provided further that such suspension or abandonment has not exceeded one year. In order to renew action on a permit after expiration, the permittee shall pay a new permit fee. Any person holding an unexpired permit may apply for an extension of the time within which work may commence under that permit when the permittee is unable to commence work within the time period required by this section for good and satisfactory reasons. The Building Official may extend the time for action by the permittee for a period not exceeding 180 days on written request by the permittee showing that circumstances beyond the control of the permittee have prevented action from being taken. No permit shall be extended more than once. Please check below indicating your intentions and return this letter to us. Project abandoned. A new permit will be obtained prior to commencing work. No fee extension requested for 180 days. (attach a letter of explanation) Renewal permit requested. If the project has been completed and only a final inspection is needed, please call the inspection request line at If you have any questions, please contact the Building Inspection Department at (760) 602-2700. (760) 602-2725. Christine Wauschek Office Specialist 1635 Faraday Avenue - Carlsbad, CA 92008-7314 (760) 602-2700 FAX (760) 602-8560 @ November 3,2004 Permit Number: CB033454 Issue Date: 03/29/04 PEREZ RESIDENCE 2855 CACATUA ST CARLSBADCA 92008 RE: BUILDING PERMIT EXPIRATION ADDRESS: 2855 CACATUA ST PERMIT TYPE: RESDNTL PLEASE CALL FOR AN INSPECTION IF WORK IS COMPLETE Our records indicate that your building permit will expire by limitation of time on 12/15/04. The provisions of UBC, Section 106.4.4 as amended by the Carlsbad Municipal Code state: “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 (unless issued prior to 7/1/99 which is one year from date of permit), or if the building or work authorized by such permit is stopped at any time after the work is commenced for a period of 180 days or if the building or work authorized by such permit exceeds three calendar years from the issuance date of permit. Work shall be presumed to have commenced if the permittee has obtained a required inspection approval of work authorized by the permit by the Building Official within 180 days of the date of permit issuance. Work shall be presumed to be stopped if the permittee has not obtained a required inspection approval of work by the Building Official within each 180 day period upon the initial commencement of work authorized by such permit. Before such work can be recommenced, a new permit shall be obtained to do so, and the fee, therefore, shall be one-half the amount required for a new permit for such work, and provided that no changes have been made or will be made in the original plans and specifications for such work, and provided further that such suspension or abandonment has not exceeded one year. In order to renew action on a permit after expiration, the permittee shall pay a new permit fee. Any person holding an unexpired permit may apply for an extension of the time within which work may commence under that permit when the permittee is unable to commence work within the time period required by this section for good and satisfactory reasons. The Building Official may extend the time for action by the permittee for a period not exceeding 180 days on written request by the permittee showing that circumstances beyond the control of the permittee have prevented action from being taken. No permit shall be extended more than once. Please check below indicating your intentions and return this letter to us. Project abandoned. A new permit will be obtained prior to commencing work. No fee extension requested for 180 days. (attach a letter of explanation) Renewal permit requested. If the project has been completed and only a final inspection is needed, please call the inspection request line at If you have any questions, please contact the Building Inspection Department at (760) 602-2700. (760) 602-2725. Christine Wauschek Office Specialist 1635 Faraday Avenue Carlsbad, CA 92008-7314 (760) 602-2700 - FAX (760) 602-8560 @ City of Carlsbad Bldg Inspection Request For: 06/30/2005 Permit# CB033454 Inspector Assignment: PD Title: PEREZ RES-524 SQFT ADDITION Description: & RE ROOF W1 LIGHT TILE, EAGLELITE 414 Type: RESDNTL SubType: RAD Job Address: 2855 CACATUA ST Suite: Lot 0 Location: APPLICANT PEREZ FAMILY TRUST 02-18-99 Owner: PEREZ FAMILY TRUST 02-18-99 Remarks: early am please Phone: 7604J30145 Inspector. @z Total Time: Reauested Bv: MIKE PEREZ CD Description 19 Final Structural 29 Final Plumbing 39 Final Electrical 49 Final Mechanical Entered By: CHRISTINE Act Comment I Associated PCRsKVs Date 06/25/2004 06/17/2004 06/08/2004 06/04/2004 06/01/2004 06/01/2004 06/01/2004 06/01/2004 05/17/2004 0511 112004 04/29/2004 04/28/2004 04/02/2004 04/02/2004 Inspection Histow Description 17 Interior LathlDtywall 34 Rough Electric 84 Rough Combo 84 Rough Combo 14 Frame/Steel/Bolting/Welding 15 RooWReroof 17 Interior LathIDrywall 34 Rough Electric 84 Rough Combo 34 Rough Electric 83 Roof SheathingIExt Shear 23 GaslTesffRepairs 1 1 FtglFoundationlPiers 21 UndergroundlUnder Floor Act lnsp Comments NR PD PA PD KIT. CEILING PA PD co PS CO PD CO PD CO PD CO PD NR PD NOTWRAPPED PA PD AP PD AP PD AP PD AP PD ESCONDIDO 0 TRACY 0 CORONA 0 OXNARD LANCASTER 0 SACRAMENTO INSPECTION REPORT PAGE - OF- ENGINEERING, INC. CTE JOB # /o -/pod REPORT # PROJECT NAME: '-r;hLlfz. . &5. ADDRESS: 2x55 '. /? - ARCHITECT: g-& 13 @&&-d~-\ 1-i I ENGINEER: /IniJg ( .e L." INSPECTION DATE: q--r-o4 CONTRACTOR: PLAN FILE: BLDG. PERMIT (2 6 G", 3s Lf OTHER: MATERIAL SAMPLING ( )CONCRETE ( )MORTAR ( )GROUT ( )FIREPROOFING ( )MASONRYBLOCK (XREBAR ( ) STRUCTURAL STEEL WOLTS rn 2414 VINYARD AVENUE, SUITE G, ESCONDIDO, CA 92029 (760) 746-4955 FAX (760) 746-9806 EsGil Corporation In (Partnership with Government for Qui[iiing Sufeg DATE: January 27,2004 J U Rl SDl CTION: Carlsbad PLAN CHECK NO.: 03-3454 SET: I1 PROJECT ADDRESS: 2855 Cacatua St. PROJECT NAME: Perez Residence Addition and Remodel - 0 w 0 0 0 w w 0 PLAN REVIEWER 0 FILE The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction’s building codes. The plans transmitted herewith will substantially comply with the jurisdiction’s building codes when minor deficiencies identified below are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. The applicant’s copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. The applicant’s copy of the check list has been sent to: 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: 1 Fax #: REMARKS: Special Inspection Form for epoxy anchors must be completed. Mail Telephone Fax In Person By: Bill Elizarraras Enclosures: Esgil Corporation [7 GA 0 MB EJ 0 PC I /20/04 tmsrntl.dot 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858) 560-1468 + Fax (858) 560-1576 DATE: December 26,2003 JURISDICTION: Carlsbad PLAN CHECK NO.: 03-3454 EsGil - Corporation In Partnership with ~overnment for &dZikg safety 0 FILE SET: I PROJECT ADDRESS: 2855 Cacatua St. PROJECT NAME: Perez Residence Addition and Remodel 0 w T;r4 0 w The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. The applicant's copy of the check list has been sent to: High Point Const. 1330 La Mirada Dr. San Marcos, CA. 92069 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: High Point Const. (,Y t W) Telephone #: 760-473-0145 Fax #: Date contacted: i2(2~/0~ (by: F) V.M* Mail /Telephone Fax In Person REMARKS: By: Bill Elizarraras Enclosures: Esgil Corporation 0 GA 0 MB 0 EJ PC 1211 5103 tmsmtl.dot 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 4 (858) 560-1468 + Fax (858) 560-1576 EsGil CorDoration DATE: December 26,2003 J U Rl SDl CTl ON : Carlsbad PLAN CHECK NO.: 03-3454 In Partnership with Government for Buil%ing Safe? 0 FILE SET: I PROJECT ADDRESS: 2855 Cacatua St. PROJECT NAME: Perez Residence Addition and Remodel 0 0 0 w 17 w 0 w 0 The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction’s building codes. The plans transmitted herewith will substantially comply with the jurisdiction’s building codes when minor deficiencies identified below are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. The applicant‘s copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. The applicant’s copy of the check list has been sent to: High Point Const. 1330 La Mirada Dr. San Marcos, CA. 92069 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: High Point Const. (f-1 I W ) Date contacted: iz/2ck3 (by: F) REMARKS: By: Bill Elizarraras Enclosures: Telephone #: 760-473-0145 Fax #: WVM* Mail /Telephone Fax In Person Esgil Corporation 0 GA 0 MB 0 EJ 0 PC 1211 5103 tmsrntl.dot 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858) 560-1468 4 Fax (858) 560-1576 Carlsbad 03-3454 December 26,2003 PLAN REVIEW CORRECTION LIST SINGLE FAMILY DWELLINGS AND DUPLEXES PLAN CHECK NO.: 03-3454 JURISDICTION: Carlsbad PROJECT ADDRESS: 2855 Cacatua St. FLOOR AREA: 524 sq.ft. Dwelling Add'n STORIES: 1 HEIGHT: 16' REMARKS: DATE PLANS RECEIVED BY J U Rl S D I CTI 0 N: DATE PLANS RECEIVED BY ESGIL CORPORATION: 1211 5/03 DATE INITIAL PLAN REVIEW PLAN REVIEWER: Bill Elizarraras COMPLETED: December 26,2003 FOREWORD (PLEASE READ): This plan review is limited to the technical requirements contained in the Uniform Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and access for the disabled. This plan review is based on regulations enforced by the Building Department. You may have other corrections based on laws and ordinance by the Planning Department, Engineering Department, Fire Department or other departments. Clearance from those departments may be required prior to the issuance of a building permit. Present California law mandates that residential construction comply with the 2001 edition of the California Building Code (Title 24), which adopts the following model codes: 1997 UBC, 2000 UPC, 2000 UMC and 1999 NEC (all effective 11/1/02). The above regulations apply to residential construction, regardless of the code editions adopted by ordinance. The following items listed need clarification, modification or change. All items must be satisfied before the plans will be in conformance with the cited codes and regulations. Per Sec. 106.4.3, 1997 Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law. To speed up the recheck process, please note on this list (or a copy) where each correction item has been addressed, i.e., plan sheet number, specification section, etc. Be sure to enclose the marked up list when you submit the revised plans. Carlsbad 03-3454 becember 26,2003 0 PLANS 1. 2. 3. 4. 5. 6. 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 calculationslreports to EsGil Corporation, 9320 Chesapeake Drive, Suite 208, San Diego, CA 92123, (858) 560-1468. Deliver all remaining sets of plans and calculationslreports directly to the City of Carlsbad Building Department for routing to their Planning, Engineering and Fire Departments. All sheets of plans must be signed by the person responsible for their preparation. (California Business and Professions Code). Plans, specifications and calculations shall be signed and sealed by the California state licensed engineer or architect responsible for their preparation, for plans deviating from conventional wood frame construction. Specify expiration date of license. (California Business and Professions Code). .. . - - Provide a statement on the Title Sheet of the plans stating that this project shall comply with the 2001 edition of the California Building Code (Title 24), which adopts the 1997 UBC, 2000 UMC, 2000 UPC and the 1999 NEC. Show the adjacent rooms, use and window area, to check light, ventilation and egress requirements. Section 1203.1 ,1203.3 & 31 0.4 On the cover sheet of the plans, specify any items requiring special inspection, in a format similar to that shown below. Section 106.3.2. REQUIRED SPECIAL INSPECTIONS In addition to the regular inspections, the following checked items will also require Special Inspection in accordance with Sec. 1701 of the Uniform Building Code. ITEM * EPOXY ANCHORS REQUIRED? REMARKS 7. 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. ’ Cailsbad 03-3454 December 26,2003 8. 9. IO. 11. 12. 13. Glazing in the following locations should be of safety glazing material in accordance with Section 2406.4: 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. Provide a positive connection between new addition and existing Dwelling @ top plates. Provide calculations for main vertical and horizontal framing members and footings for this project. Section 106.3.3. The submitted calculations do not match this project. Provide calculations for lateral loads, shear panels, shear transfer and related for this project. Section 106.3.3. The submitted calculations do not match this project. Note on the plans that receptacle outlet locations will comply with NEC Art. 21 0-52(a). Note on the plans: “The manufactured windows shall have a label attached certified by the National Fenestration Rating Council (NFRC) and showing compliance with the energy calculations.” To speed up the review process, note on this list (or a copy) where each correction item has been addressed, Le., 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 0 No 0 The jurisdiction has contracted with Esgil Corporation located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123; telephone number of 8581560-1468, 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. NQR-29-2884 10:SB fiPl FRQNKLIH-DESIGN IVY4 LU UT JUIJJa LUvtLRCE ENGINEERING 624 0793 (me3 sa5-i~~~ c I I I- P. 02 pmz . P. 03 P.3 GEm Carlsbad 03-3454 December 26, 2003 J U Rl SDl CTI ON: Carlsbad PREPARED BY: Bill Elizarraras VALUATION AND PLAN CHECK FEE PLAN CHECK NO.: 03-3454 DATE: December 26,2003 BUILDING ADDRESS: 2855 Cacatua St. BUILDING OCCUPANCY: R3/U1 TYPE OF CONSTRUCTION: VN $237.431 1994 UBC Buildinq Permit Fee V I 1994 UBC Plan Check Fee 4 Type of Review: Repetitive Fee 71 Repeats J Complete Review 0 Structural Only 0 Other Hourly n Hour * Esgil Plan Review Fee 0 $1 54.331 Comments: Sheet 1 of 1 rnacvalue.doc PLANNINC/ENCINEERING APPROVALS PERMIT NUMBER CB 84 -ylw DATE ADDRESS %*s Gcah RESIDENTIAL ADDITION MINOR ( < $1 0,000.00) TENANT IMPROVEMENT PLAZA CAMINO REAL CARLSBAD COMPANY STORES VILLAGE FAIRE COMPLETE OFFICE BUILDING OTHER PLANNER ENGINEER DATE DATE PLANNING DEPARTMENT BUILDING PLAN CHECK REVIEW CHECKLIST Planner Chris Sexton APN: Type of Project & Use: Fkf Net Project Density: (,, DU/AC ZoningR- 1 General Pian:R LM Facilities Management Zone: CFD (idout) #-Date of participation: Phone 1760) 602-4624 315 .. -3 70 - 1 q I Remaining net dev acres: (For non-residential development: Type of land used created by this permit: 1 Circle One Leaend: Item Complete Item Incomplete - Needs your action DATE OF COMPLETION: Compliance with conditions of approval? If not, state conditions which require action. Conditions of Approval: Discretionary Action Required: APPROVAURESO. NO. DATE PROJECT NO. OTHER RELATED CASES: Compliance with conditions or approval? If not, state conditions which require action. Conditions of Approval: Environmental Review Required: YES - NO d TYPE YES - NO - TYPE ~~ Coastal Zone AssessmentICompliance Project site located in Coastal Zone? YES- NO YES- NO- If California Coastal Commission Authority: Contact them at - 7575 Metropolitan Drive, Suite 103, San Diego CA 921 08-4402; (61 9) 767-2370 Determine status (Coastal Permit Required or Exempt): If NO, complete Coastal Permit Determination Form now. Coastal Permit Determination Log #: CA Coastal Commission Authority? Coastal Permit Determination Form already completed? YES- NO- 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. (Effective date of lnclusionary Housing Ordinance - May 21, 1993.) lnclusionary Housing Fee required: YES - NO J Data Entry Completed? YES - NO - (NPIDs, Activity Maintenance, enter CB#, toolbar, Screens, Housing Fees, Construct Housing Y/N, Enter Fee, UPDATE!) Site Plan: H:LADMIMCOUNTER\BMgPlnchkRevC hklst Rev g(o1 G% 0 0 do 0 000 I. Provide a fully dimensional site plan drawn to scale. Show: North arrow, property lines, easements, existing and proposed structures, streets, existing street improvements, right-of-way width, dimensional setbacks and existing topographical lines (including all side and rear yard slopes). 2. Provide legal description of property and assessor's parcel number. Policy 44 - Neighborhood Architectural Design Guidelines 1. Applicability: YES NO I/' 2. Project complies YES NO Zoning: 1. Setbacks: Front: Required a%', Shown I interior Side: Required Shown 7' Street Side: Required Shown Rear: Required 1 Cn I Shown !44 ' Top of slope: Required Shown 2. Accessory structure setbacks: Front: Required Interior Side: Required Street Side: Required Rear: Required Structure separation: Required Shown 3. Lot Coverage: Required 4/ 070 Shown' 40 yo Shown ' 38' I 4. Height: Required 30 5. Parking: SpacesRequired a - Shown d- Residential Guest Spaces Required Shown Additional Comments (breakdown by uses for commercial and industrial projects required) &l 0 A &u uu-td fib* 7. PJPU .dhbLc3 flOQ f?/XPrn OM,, M> I OK TO ISSUE AND ENTERED APPROVAL INTO COMPUTER & & DATE /--pn-~' Rev W1 Structural Engineering Services I c STRUCTURAL CALCULATIONS DATE: JANUARY 7,2004 PROJECT: PEREZ ADDITION STRUCTURAL CORRECTIONS 2855 CACATUA STREET CARLSBAD, CA 92009 OWNER: MICHAEL & COLETTE PEREZ 2855 CACATUA STREET CARLSBAD, CA 92009 DESIGNER: FRANKLIN DESIGN 6070 MISSION GORGE ROAD, STE 4 SAN DIEGO, CA 92120 JOB: J03298A NOTE: THESE CALCULATIONS ARE A WET STAMP & SIGNATURE 6496 Weathers Place Suite 200 San Diego, California 92121-2958 ____ __ ._ ___ __. www.lovelaceeng.com phone 858 35.911 1 fa 858.535.1989 do%>m ' I" LOVELACE ENGINEERING Structural Engineering Services 6496 Weathers Place Suite 200 San Diego, California 921 21 Phone 858.535.91 11 Fax 858.535.1989 n CORRECTION # 9 SEE REVISED PLAN AND DETAIL %. n CORRECTION * 10, II I HAVE REVIENED THE CALCULATION PACKET AND EVERYTHING IS IN PLACE. THERE MUST MAE BEEN A MIX UP IN TU€ CALCULATlONS, SO ATTACHED THE ORIGINAL PACKET FOR TOUR REVIEW. MAVE * LOVELACE EQGINEERING, INC. Structural Engineering Services 6496 Weathers Place Suite 200 San DIego. California 92121 Phone (858) 535.9111 Fax (858) 535-1989 JOB 36324 8 - Pl3W-Z ADDI~'QY SHEET NO. 1 OFY? CALCULATED BY fiL DATE c? CHECKED BY DATE i SJBJECT . DESIGN CRITERIA ............................. ;:.... .................................................................................... 8 LOADS .: .......... ; ................................................................................................................. : ............ VERTICAL ANALYSlS/DESlGN ..................................................................................................... i, ... .. FOUNDATIONS / RETAINING HALLS ............................................................................................. .. -. .. LATERAL ANALYSIS/DESlGY ........... :.... ..................................................................................... 4. . DETAILS ......................................................................................................................................... !3NEET 2 3 Y 5 6496 Weathers Place Suite 200 San Diego, California 92121 Phone 858.535.911 1 Fax 858.535.1989 JOB L h'3 298 SHEET NO. CALCULATED BY DATE CHECKED BY DATE CREERIA c COVEWING CODE: C8C 2002 CONCRETE: f'c.2500 pel, NO SPECIAL INSPECTION REQ'D. (UM.O.1 MASONRY: MORTAR: GROUT : REINFORCING STEEL: ASTM C30, F'm= I500 psi, NO SPECIAL INSPECTION REQ'D (U.N.O.1 ASTM C210, F'c=1$00 ps1, TYPE 5 ASTM C416, F'c.3000 pel hSTM A615, Fy= 4-i FOR "3 AND SMALLER ASTM A615, Fy= 6&1 FOR "4 AND LARGER (U.N.0.) Y STRUCTURAL STEEL- ASTM ~36, FY= 36ksr (STRUCTURAL SHAPES 6 PLATES) ASTM A500, GRADE 8, Fy= 46ksr (STRUCTURAL TUBING) ASTM A53, GRADE 8, Fy= 35bi (STRUCTURAL PIPE) WELDINC: E10 SERIES-TYP, E90 SERIES FOR A615 GRADE 60'REINFORCING BARS SHOP WELDING TO 8E DONE IN AN APPROVED FA8RlCATOR'S SHOP FIELD WELDING TO HAVE CONTINUOUS SPECIAL INSPECT. DOUGLAS FIR LARCCI, ALLMABLE UNIT STRESSES AS PER UBC, CHAPTER 23 .. x. SAWN LUMBER: GLULAMS: SOIL : DOUGLAS FIV OR DOUGLAS FIWHEM 24F-V4 FOR SIMPLE SPAN CONDITIONS 24f-m FOR CANT~LE~ER CONDITION ALLONABLE BEARING PRESSURE = IS00 psf ACTIVE SOIL PRESSURE PC f ACTIVE sotL PRESSURE(RESTR~~NED) = PCf PASSIVE SOIL PRESSURE PC f SOIL DENSITY PC f - COEFFICIENT OF FRICTION 0 EXISTING NATURAL SOIL PER UBC TABLE IS-I-A SOILS REPORT BY: ' PROJECT NUMBER: SOIL CLASSIFICATION: DATED: 8496 Weathers Place Suite 200 San DIego, CaIifornia 92121 Phone (858) 535.9111 Fax (8581 535-1989 JOB- Jb32qe SHEET NO. 5 OF 'I7 CALCULATED BY DATE CHECKED BY DATE ROOF DEAD LOAD: ROOFING ( CaM PO 1 .. ....................................................... ; SHEATHING ................................................................................... RAFTERICEILING JOISTS OR TRUSSES ..................................... DRYWALL ..................................................................................... OTHER (ELEC., MECH., MISC.) .................................................... TOTAL DEAD LOAD: LIVE LOAD: INSULATION ................................................................................... TOTAL LOAD: FLOOR DEAD LOAD:. FLOORING( Gq-4 ) .......................................... LT. WEIGHT CONCRETE .......... I .................................................... SHEATHING .................................................................................... ,. JOISTS ............,..............._............................................................. DRYVALL. .__.._: .............. i ....................................... ...................... OTHER. (ELEC., MECH,, MISC.) .................................................... TOTAL DEAD LOAD: LIVE LOAD-. ~ESIDENTIAL USE PER UK CHAPTER 16) TOTAL LOAD: 8 EXTERIOR HALL STUDS ............................................................................................. DRYWALL .__.: .............................. ....'... ........................................... INSULATION ................................................................................... EXTERIOR FINISH (5Wcc6 1 ..................................................... OTMER WlISC.1 ............................................................................. TOTALLOAD: INTERIOR WALL, STUDS ............................................................................................. DRYWALL ............................................. ...................................... OTHER (M1SC.l ............................................................................. TOTAL LOAD: 7.0 psf 1.5 3.5 1.5 2.5 I .0 i3.0 psf I4 .0 psf q -0 psf 2.0 psf .0 2 .0 3.5 2.5 3.0 13.0 psf 53.0 per 40.0 psf 1-0 psf 2.5 1.5 I a*0 I .e, "3 .0 psf DECWOTCIER 1.0 psr 1.0 pef 5.0 1.0 .0 psf .0 2 .0 3 -5 .0 .5 -0 psf .0 psf .0 per LOVE LAC E ENGINEERING, INC. Structural Engineering Services 6496 Weathers Place 9 Suite 200 San DIego, California 92121 Phone (858) 535.9111 Fax [8581 535-1989 JOB 3 03Z?c& SHEET NO. ..? OF *q7 CALCULATED BY DATE CHECKED BY DATE SCALE - - PLF i42 PI = P2 = L0S RI = = bd3 LBS Rr = = '/32LBS Vmax= = 963 LBS Mmax= =23% FT-LBS - - - LBs rw4 lreq= = 6 I IN^ USE: J 3/y % q1/y GRADE: LVL CAMBER: HARDWARE : OR GFWDE: CAMBER: HARDWARE: lreq = = 1-75 IN^ USE: 5vc/j-))7/6 GRADE:a p . SL CAMB€R: HARDWARE : OF? GRADE: v CAMBER: UARDWARE : LOVELACE ENGINEERING, INC. Structural Engineerlng Services 6496 Weathers Place Suite 200 San DIego, CaUfornfa 92121 Phone [858) 535.9111 Fax (858) 535-1989 2 JOB , - )33zqY SHEETNO. 5 OF 4' CALCULATED BY DATE CHECKED BY DATE SCALE ALLOHABLE BEARING PRESSURE, 4 =E%L.PSF (PER DESIGN CRITERIA) CONTlNUOUS PERIMETER 4 BEARING WALL FOUThlGS: LOCATION: Ha4 .= WIDTH REQ'D. (!4,/q x 12) = - 1.1, = PLF IN JUSE: 1% " WIDE X I'Z- " DEEP HITH I Y TOP 4 BOTTOM I I USE: HIDE x " DEEP HITH Y TOP 4 BOTTOM I LOCATION: 9 W, = PLF - WIDTH REQ'D: tbJ,/q x I23 - IN I USE: " WIDE X I' DEEP HlTH Y TOP 4 BOTTOM I ISOLATED SPREAD FOOThGS: ,,,(Pez' I USE: 30" SQUARE X lfz DEEP WITH 3 $5 EA WAY (3" CLEAR FROM SOIL) * MAW(: F- - P= LBS A,u = P/q x 144- SQ IN I USE: "SQUARE X 'I DEEP WITH 1 EA WAY (3" CLEAR FROM 5011) I LOVELACE ENGl N EERl NG. I NC. Structural Engineering ServIces 6496 Weathers Place Suite 200 San DIego, California 92121 Phone (858) 535.9111 Fax (858) 535-1989 ,+ JOB 363248 .I 7 SHEETNO. Q OF CALCULATED BY DATE CHECKED BY DATE SCALE AREA: SEISMIC LOAD : WIND LOAD: SEISMIC ZONE: 4 EXPOSURE: @ BASIC WIND SPEED= 10 mph SEISMIC SOURCE TYPE: -& . SOIL TYPE: Na= Ca=O&(Na) :o,Yq ' qs= 12.6 psf I= 1.0, STANDARD OCCUPANCY R=L(IS# 1.4 =& Ce= -, TABLE 16-G .Cq= 1.3, TABLE 16-H F I r: L0, NON-ESSENTIAL FACILITY Nv: __ G: )(Nv) : c ' P= (C*XCqXqsXI)= 4 psf Ct= 0.020 hn: T: (Ct)(hn)3'':z W= TOTAL SEI4MIC DEAD LOAD ROOF WEIGMT: DIAPHRAGM: 330 03-l 4940 LBS EXTERIOR WALL WGT. (TRIB; TO DIAPHRAGM)= %(~~~(~o'~ ?.ZOQ LBS INTERIOR WALL WGT. (TRIB. TO DIAPHRAGM;= +- M~Y) 6-77 LBS TOTAL WEIGHT TRIB. TO DIAPURAGM: \3qoo LBS 16'. FLOOR WEIGHT: DIAPHRAGM. I49 CI3) 253S-O LBS EXTERIOR WALL WGT-' (TRIB. TO DIAPHRAGM). @/t C 1 G( 125) t ~ZOD I \2bo LB4 INTERIO~ HALL WGT. (TRIB. TO DIAPHRAGM). g/z C7)( \ Dr?) t 672 3530 LBS TOTAL WEIGHT TRIB. TO DIAPHRAGM: 90- LBS 5. SUMMARY: TOTAL DEAD LOAD, W= 8 53600 LBS LB4 / BASE SHEAR, V= # (A)= - (W)= BUT NEED NOT EXCEED: . BASE SHEAR, V= 2.5ka' (W)= 0 I 17 5 ('W): BUT NOT LESS THAN: BASE SHEAR, V:0.IICal(W)= (W)= 4 BUT NOT LESS THAN (SEISMIC ZONE 4 ONLY): qwo LB4 LB4 LBS - BASE SHEAR, V= O-gNvl (A)= - (1.11: a JOB 3b3rnB LOVELACE SHEET NO. ? OF 4;' ENG INEERl NG s- Dtslgn andntte 24 her@ AdWa 6496 Weathem mace Suite 200 San Diego. California 92 12 1 619.535.91 1 I phone 619.535.1989 FeT CALCULATED BY DATE CHECKED BY DATE SCALE -I LOAD D14TRlBUTIONf LEVEL h, . w, hh, Fx A V, =(F, /A) TOTALS: $3,6 kipe 5-50 'kip-Ft wkipe SHEAWALL DESIGN: ROOF DIAPHRAGM: HIND TRIBUTARY AREA, TA= TA = HIND, V, -- (PxTANA f+? (N-4) ftz (E-W - -- 4EI!?lIC (v,) -GOVERNS N-S: st3 . p4f p4f - E-& 5.3 p4f P4f 3&fxm ' GOVERN4 '* - is' FLOOR DIAPHRAGM: WIND TRIBUTARY AREA, TA= = - ftz (N-S) - - ft2 (E-W d TA = WIND, v, : (PxTA)/A SEISMIC (v,) N-S: 3-B p5f CElC- GOVERNS SEIc* GOVERNS - p4f / E-W: 2.8 p4f P4f U LOVELACE ENGINEERING Struchml Dew and Title 24 Energy Analysis 6496 Weathers Place Suite 200 San Diego, California 92 12 1 p-1 619.53519111 Phone 619.535.1989 Far JOE J6wq6 ti.-=? SHEET NO. OF CALCULATED BY DATE CHECKED BY DATE SCALE IFLOOR SHEAWALLS LATERAL LOAD, v, =Z&SF A&.D I RECT I ON LINE A LOAD @ THIS LEVEL= (v, x TAI= = 2/52 LBS TRB. AREA, TA= ' 80/1 = qO FT2 REDUNDANCY: LiL= (p) = 1.0 BY NSPECTION LOAD, - LBS TOTAL LOAD = LBS rmaxax. = (LOAD X 1011 IN = (PI = 2-20/(rmax.KB I = =x lQ ADJUSTED LOAD = 2fi LBS SHEAR WALL LENGTH, L= = FT V= (TL/LI= = % PLF USE: PER SMEAR HALL 4CHEDULE ~ # FT, OK. BY INSPECTION - - FT - LBS d ovEmmiNc: SHEAR PANEL LENGTH= OT MOMENT= - RES. MOMENT.. - FT-184 NET MOMENT. UPLIFT = LBS U3E: - - FT-LBS - **$ I LINE TRB. AREA, TA= I ?A. = 76 FT2 LOAD @ THIS LEVEL= (v, x TAI= 196 LBS - LBS REDUNDANCY: = 1.0 BY INSPECTION TOTAL LOAD = 1 46 185 LOAD, c rmax. = (LOAD X 10/LI/V - - (PI = 2-20/(rmax3& = -x 1-0 ADJUSTED LOAD= = I46 LBS SHEAR HALL LENGTH, L= = Z FT V= (TL/LI= = 25 PLF USE: (r> PER SHEAR HALL SCHEDULE OVERNmING: SHEAR PANEL LENGTH= FT, d0.K. BY INSPECTION OT MOMENT. t - FT-LBS RES. MOMENT= FT-LBS NET MOMENT= FT-LBS UPLIFT = - LBS LOVELACE ENGINEERING structural De* and me 24 EncrgyAndyai$ 6496 Weathers Place Suite 200 San Diego. California 92 12 1 619.535.9111 Phone 619.535.1989 Far SHEET NO. CALCULATED BY DATE CHECKED BY DATE SCALE , _. .< r . s- . -. IFLOOR SHEARWALLS &DIRECT I ON LATERAL LOAD, V, = -5F LINE c TRIB. AREA, TA= 17 "/< = 870 FT2 E$L&-: 'g;;= 1.0 BY iNSPECTiON LOAD @ THIS LEVEL= (vX x TAk =2zqe LBS 73 "/- (53) (= "/ c,,) \Cx LBS TOTAL LOAD 3 677 LBS rmax. = (LOADXI0/L)/V (P, = 2-20/(rrnax.KB) = =x ).a ADJUSTED LOAD : = 367F LBS SHEAR WALL LENGTH, L= q.r+'( .5 4 FT V= (TLIL)= F = 90% PLF owmrwim: SHEAR PANEL LEN~T~= b) 6 FT, 0 OK. Br INSPECTION U4E: @ PER HEAR WALL SCCIEDULE ~ OT MOMENT= r*I-Croz;)Crs') = )L16%3 FT-LBS RES. MOMENT =, 0 q 6(7)3Y 57%. = 511 FT - 1035 NET MOMENT= = I 917% FT-LBS UPLIFT = UE: LOAD THIS LEVEL= (vX x TA)= =zqy 185 LOAD, LEVEL = LBS REDUNDANCE &PI E 1.0 Br INSPECTION TOTAL LOAD = 2/.19 LBS rmax. (LOAD X I0/L)N = (P) = 2-20/(rmaX~KB) = =x lo ADJUSTED LOAD = = zqv LBS SHEAR WALL LENGTH, L= = 4 FT V= (TL/L)= = '.5' PLF USE: @ PER WAR HALL SCHEDULE OVEmmING: - FT-LBS Of MOMENT. - RES. MOMENT= - FT-LBS NET MOMENT= - FT-LBS UP1 IFT = - LBS SHEAR PANEL LENGTH= FT, d0.K. gr INSPECTION - - - JOB 30w 53 IA'9 LOVELACE ENGINEERING SHEET NO. lo OF Structud Dew andTiUe 24 EnegyAnalys@ CALCULATED BY DATE 6496 Weathers Place Suite 200 San Diego. Califomla 92121 CHECKED BY DATE 619.535.91 11 Phone 619.535.1989 hu SCALE IFLOOR SHEAWALLS R-EDIRECTION LINE E LATERAL LOAD, v, = -SF zro/, = 105 FT2 TRIB. AREA, TA= LOAD @ TtlIS LEVEL= (v, x TAh REDUNDANCY: L?= (PI =' 1.0 BY INSPECTION LOAD, = QSLf LBS = - LBS TOTAL LOAD = 2 4y LBS rmdx. = (LOADXI0/LI/V = (PI = 2-20/(rmax.J51 = = x /a ADJUSTED LOAD = =wy LBS SHEAR HALL LENGTH, L= = FT V= (TL/LI= = /'I> PLF US: @ PER HEAR HALL XWEDULE OVEmmING: SHEAR PANEL LENGTH= FT, 0 OK. BY INSPECTION OT MOMENT= - FT-LBS RES. MOMENT. I FT-Lf3S NET MOMENT= - FT-Lf3S UPLIFT = - LBS . ,'S'JZY j- S ' - - - LINE TRIB. AREA, TA= - FT2 LOAD 8 THIS LEVEL= (v, x TA)= 8 - LB5 LOAD, LEE1 = - LBS REDUNDANCY: 0 (PI = 1.0 BY INSPECTION TOTAL LOAD= LBS - - rmax. = (LOADXI0/LIN = (PI = 2-20/(rmaX.mBI = =x - ADJUSTED LOAD= - 165 SHEAR HALL LENGTCI, L= - FT V= (TL/LI= PLF USE: 0 PER SEAR HALL SCHEDULE OVERTUWING: SHEAR PANEL LENGTH= FT, 0 OK. BY INSPECTION Of MOMENT= 5 - FT-Lf3S RES. MOMENT= - FT-Lf3S NET MOMENT= - FT - L3S UPLIFT = - LBS - - - - - - LOVELACE ENG I NEERl NG structuralDe~andTiue24EnergyAllalyaLo 6496 Weathers Place Suite 200 San Diego. California 92 12 1 619.535.91 11 Phme 619.535.1989 Fm JOB 303Zf% SHEET NO. A OF q7 CALCULATED BY DATE CHECKED BY DATE SCALE FLOOR SHEAWALLS GD IRECTION LATERAL LOAD, V, =Z&SF - 7bo/,c = XO FT2 LINE 2 TRIB. AREA, TA= LOAD @ THIS LEVEL= (v, x.TAl= = LBS = - LBS REDUNDANCY: lZL= (PI = 1.0 BY INSPECTION TOTAL LOAD= 1/00 LBS LOAD, rmax. = (LOAD X l0IL )/V = - - (P) = 2-20/(rrnaxJ&) = x 1.0 ADJUSTED LOAD= = LBS SHEAR WALL LENGTH, L= 9 FT V= (TL/L)= = zT< PLF USE: @ PER HEAR WALL 8CHEDULE . ovmumiw SHEAR PANEL LENGT+= q, FT, ,fJ OK. BY INSPECTION OT MOMENT= I loo (€3’1 FT-LBS RES. MOMENT =, 0.4 f: 6 (I 617 V~L = 922 FT-LBS NET MOMENT= =-)mu FT-LBS L8S LINE 3 TRIB. AREA, TA: iI70/1 = Cf3f FT2 LOAD @ THIS LEVEL= (v, x TAl= REDUNDANCY: laL= (P) = 1.0 BY INSPECTION LOAD, = 163% LBS = 2113 LBS TOTAL LOAD = 3747 LBS 370/, (7 ,SI v- rmax. = (LOADXl0IL)IV = - (PI : 2-20/(rmdx.XB = ‘X 140 ADJUSTED LOAD= = 37’17 LBS SHEAR WALL LENGTH, L= 9 FT v= (TL/Ll= = 936 PLF USE: Q PER SWEAR HALL SCHEDULE Ov€RfllRNING: SHEAR PANEL LENGTH= 4 Ff, 0 O.K. BY INSPECTION Of MOMENT= 97 4 3 {B‘) =ZCi47&FT -LBS RES. MOMENT= 6.3 [\7(16)$ 2qh(131t \6/2(.~3)397e = 3830 FT-Lf3S NET MOMENT= = 26) y b FT-LBS UPL IFT = U4E : LOVELACE ENGINEERING structural DealJp and ntlc 24 Energy Allalyab 6496 Weathers Place Suite 200 San Diego, Californta 92121 619.535.9111 Phone 619.535.1989 Far JOB 3u3z9s SHEET NO. !?- OF CALCULATED BY DATE CHECKED BY DATE SCALE +LFLOOR SCIEAWALLS LATERAL LOAD, V, = di.&-.PSF -~ZDIRECTION LINE 5 TRIB. AREA, TA- 7892 = FT2 LOAD @ THIS LEVEL= (v, x TAI= . = I100 LBS LBS REDUNDANCY: L?L= (,b) = 1.0 BY INSPECTION TOTAL LOAD= Ila LB5 LOAD, -/ rmax. = (LOADXI0alL)N’ = (P) = 2-20/(rmaX.KBI = = xl,o ADJUSTED LOAD = = l/oo LBS SHEAR WALL LENGTH, L= = 5 FT V= (TL/LI= = 2- PLF USE: @ PER $HEAR WALL 9CHEDULE ovEmtwiNcj: SHEAR PANEL LENGTH= 9 FT, 0O.K. ,BY INSPECTION OT MOMENT= IlCQCS’) = %$m FT-Lf35 RES. MOMENT =, 0.4 E $&63 TaA = IYqG FT-LBS NET MOMENT. = 7x0 FT-LBS LB4 LINE TRIB. AREA, fA= * - FT2 LOAD @ THIS LEVEL= (vX x TA)= LOAD, LEVEL - LBS REDUNDANCY: 0 Cp) : 1.0 BY INSPECTION TOTAL LOAD= LBS - LBS - rMX.= CLOADKI0/L)/;J = (PI 2-20/(rmaX.KBI = ‘X - ADJUSTED LOAD = LBS SMEAR HALL LENGTH, L= FT v= (TL/L)= PLF USE: 0 PER WEAR WL SCHEDULE OVERTURNING: SHEAR PANEL LENGTH= FT, 0 OK. BY IN4PECflON - FT-LBS Of MOMENT= RES. MOMENT. - FT-Lf35 NET MOMENT. - FT-LBS UPLIFT = L85 - - - - - . - -\ c/ '19 OF L.u SHEET NO. CALCULATED BY DATE WELACE ei\lGINEERING, INC. Structural Engineering Serrrlces 6496 Weathers Place 9 Suite 200 San DIego, Callfod6 92121 CHECKED BY DATE Phone.(858) 635.9111 Fax (858) 536-1989 i e?.*, r IDETAPELS NOTE TO PLANCHECKER: THIS SE~TION CONTAINS THE FOLLOWING INFORMATION (IF APPLICABLE TO THIS PROJECT) FOR YOUR USE IN CHECKING THE PLANS: FOUNDATION AND FRAMING 4TRUCfURAL NOTES SHEAWALL SCHEDULE FOUNDATION PLAN: PAD FOOTING SCHEDULES SPECIAL INSPECTION, SUIMMARl' LIST FOUNDATION PLAN:' FOQTlNG d HOLDOLJN CALLOUTS FRAMING PLANS: RdFTER, HSADER, BEAM, POST d SHEARWALL LINE LOCATIONS SHEAW4L 4 $CALLOUTS NAILING SCHEDULE (TABLE 23-11-B-I) FOUNDATION PLAN: OLDO OWN SCCIEDULES ' STWCTURAL DETAIL DRAWINGS , . HA@WAF?E CALLOUTS .\ *, i 0 LOVELACE. ENGINEERING, INC. Structural Engineering Bervices 6496 Weathers Place Suite 200 San DIego, California 92121 . Phone (858) 535,9111 Fax (858) 535-1989 JOB AXY0 SHEET NO. I? OF q7 CALCULATED BY DATE CHECKED BY ' DATE I. 2. 3. 4. 5. 6. 1. 0. 9. I& 11. 12. 13. ALL PAD FOOTINGS WITH 4X POSTS ON SILL PLATES SHALL HAVE SIMPSON "3' EA, SIDE 8 BASE. 4X POSTS ON INDIVIDUAL SPEAD FOOTINGS SHALL HAVE SIMPSON 'cB' 6) BASE U.N.O. EXCEPT AT WEAR PANEL LOCATIONS, ANCHOR BOLTS SHALL BE 5/8' DIAMETER WITH 1' MIN. EMBEDMENT 8 12' O.C. (U.N.0.) REFER TO SHEAR WALL SCHEDULE +OR &k3-lOR BOLT CALL-OUTS AND SPACING AT SHEAR PANEL LOCATIONS. TUERE SMALL BE A MINIMUM OF TWO ANCHOR BOLTS PER SILL PLATE PIECE WITH ONE ANCHOR BOLT LOCATED A MINIMUM OF 4%" AND A MWIMUM OF 12' WITHIN EACH END OF EACH SILI, PLATE PIECE. PLATE WASHEW A MINIMUM OF 2' X 2' X 3/16' THICK SHALL BE USED ON EACH ALL ANCHOR BOLTS, HOLDW ANCHORS 4 DMELS MUST BE IN PLACE P RbR TO CALL\% FOR FOUNDATbN INSPECTION. ALL CCNCRETE SHALL HAVE A MINIMUM COMPRESSIVE BTRENGTH OF 2500 PSI CONT\NUOUS EXTERlOR PERIMETER AND CONTbU3US INTERIOR BEARING MALL FOOT1NG5 SHALL BE AS FOLLOWS (U.N.0.): r BOLT. A) SUPPORTING ONE FLOOR AND A ROOF: 12" WIDE X 12' DEEP INTO NATIVE SOIL OR 30% COMPACTED FILL WITH (1) L5 REINFORCING BAR 3" FROM THE TOP 1 BOTTOM OF THE FOOTING. 8) SUPP0RT)NG TWO FLOOR5 AND A ROOF: . 15" WIDE x 18' DEE~ INTO NATIVE WIL OR 90% COMP~CTED FILL WITH . (1) 5 R~lNFOpClNG BAR 3" FROM THE TOP 1 BOTTOM OF THEFOOTING. CONCRETE SLAB SHALL BE A MlN~MUM GF 4' THICK WITH y3 REBAR @ 18' O.C. EACH WAY IN THE. CENTER. UNDERLAY WITH 2' CLEAN SAND OVERLYk4G 6 MIL. VIBQUEEN OvfRLYlNG ADDITIONAL 2' CLEAN SAND. THE MOISTURE BARRIER SHOULD BE PROPERLY LAPPED AND SEALED AT JOINTS AND ARaMD ANY BREAKS SUCH AS OPENINGS FOR UTlLhY CCNDUhS. 6" FROM ENDS. PER (IC60 ylkll). SHOVEL FTG. FOR RAMSET EMB. ANY DI%REPANCIES SHALL BE RESOLVED NITH ARCHITECTDESIGNER. BOTTOM OF ALL FOOTINGS SHALL MPANTAIN MIN. l'-Om TO DAYLIGHT WHERE SLOPES OCCUR PER SOILS REPORT. HORIZONTAL DISTANCE SHALL 8E MEASUREP FROM THE BOTTOM LEADING EDGE OF FOOTING TO DAYLIGHT. ALL NON-BRG. WALLS SHALL USE 2X P.T. SILL N/ 9330 F3MSETS 8 32" O.C., ALL DIMENSIONS WALL BE VERIFIED WITH ARCHITECTURAL DRAWINGS. NOTE: THE ABOVE SPEClFlCATbNS MALL APPLY UNLESS NOTES OTWERW1SE ON THE DRAWINGS. LOVELACE ENGINEERING, INC. Structural Engineering Services 6496 Weathers Place Suite 200 San DIego. California 92121 Phone (8581 535.9111 Fax (858) 535-1989 -* J-373 8 JOB SHEETN0.A OF b! 1 CALCULATED BY DATE CHECKED BY DATE I. 2. 3. 4. 5. 6. 1. 0. 9. 10. 11. 12. 13, 14. 15. 16. 17. IS. ROOF SHEATCIING SHALL BE: 1/2" PLYHOOD EXPOSURE 1 INDEX 2410 8d COMMON NAILS 6) 6" O.C. B.N. 8d COMMON NAILS 8 12" O.C. F-N, B.N. APPLIES TO ALL SUPPORTED PLYAOOD EDGES AT: ALL RAFTERS, JOISTS d HEADERS WALL 6E DOUGLAS FIR LARCH WZ GRADE. ALL BEAMS SHALL BE DOULAS FIR LARCH $1 GRADE. ALL POSTS SHALL BE DOUGLAS FIR LARCH '1, U.N.O. ALL HANGERS SHALL BE SIMPSON "U" HANGERS, U.N.O. ALL ROOF HEADERS SHALL BE 4x4 U.N.0 PROVIDE DOUBLE JOISTS Q SIDES 4 ENDS OF ALL ROOF OPENINGS. ALL POSTS TO 3EAM CONNECTIONS SHALL BE SIMPSON 'PC' (U.N.O.1 ALL BEAM TO TOP PLATE CONNECTIONS SHALL BE SIMPSON 'A35' EA. SIDE U.N.O. PLYWOOD EDGES, PERIMETER WALLS, 4 SUEAWALLS USE 2x4 D.F.9 STUDS 6) 16" O.C. FOR ALL BEARING WALLS 10'-0" OR LESS IN CIEIGHT. (14'-0'' MAX. FOR NON-BEARING). FOR BEARING STUD WALL HEIGHTS IN EXCESS OF I0'-0", USE 2x6 D.F. w2 STUDS (20'-0" MAX. FOR NON-BEAFING). ALL 6EARING SLOPING RAKE HALLS 16" O.C. (I6'-0" MAX. HEIGHT) SHALL BE CONTINUOUS BETWEEN FOUNDATION AND ROOF FRAMING. TJI FLOOR JOISTS (IC60 53811, MICROLLAMS (LVL) AND PARALLAMS (PSL) (IC60 $49191 MANUFACTURER SHALL BE 'TWSS JOIST MACMILLAN' OR EQUIVALENT. PROVIDE 'ST6236' STRAP ACROSS ALL DISCONTlNUOUS DBL. TOP PLATES. EACH TWSS SHALL BE LEGIBLY BRANDED, MAWD OR PERJIAMENTLY AFFIXED THERTO THE WITHIN 2 FEET OF THE CHORD. A) IDENTITY OF THE COMPANY MANUFACTURING THE TWSS. 6) THE DESIGN LOADS C) THE SPACING OF THE TRUSSES. FRAMING MEMBERS OR BLOCKING SHALL BE PROVIDED AT THE EDGES of ALL SHEETS IN PLYNOOD SHEAWALLS. BEAMS BEARING ON TOP PLATE SHALL 6E SUPPORTED BY DBL 2X STUDS. U.N.O. ALL SHEAR WALLS SHALL EXTEND TO THE ROOF SHEATHING. ALL SMEAR PANEL SHALL BE APPLIED DIRECTLY TO STUDS PRIOR TO ALL ROOF SHEATHING SHALL EXTEND UNDER CALIFORNIA FILL AREAS. OTHEWlSE HAVE FOLLOMING INFORMATbN LOCATED CENTER OF TME SPAN ON THE FACE OF THE BOTTOM INSTALLATION M DECORATIVE POP-OUTS AND TRIM. -\ LOVELACE ENGINEERING, INC. Structural Engineering Services 6496 Weathers Place Suite 200 San DIego. California 92121 Phone (858) 535.9111 Fax 1858) 535-1989, JOB SHEETNO. &' OF CALCULATED BY DATE CHECKED BY DATE SCALE 13. DO NOT CUT, NOTCH, DRILL, BORE, SHAVE, TAPER OR FOR ANY REASONS MODIFY PRE-ENGINEERED / MANUFACTURED 5TWCTURAL ELEMENTS SUCH AS GLUED-LAMINATED MEMBcR5, PARALLAMS, MICROLLAMS, I- JOISTS, LIGHT GAUGE METAL MEMBERS AND OTHER SIMILAR TIMBER OR STEEL PRODUCTS UNLESS SUCH MODlFlcATlONS ARE WlTHlN THE WRITTEN PARAMETERS SET FORTH BY THE MANU- FACTURER OF TMAT PRODUCT OR A LETTER OF . CERTlFlCATlCXr FROM THE MANUFACTURER'S ENGINEER HITU DETAIL 5lGNED AND STAMPED IS l5SUED AND'AUTHORIZED BY THE PROJECT ENGINEER of RECORD AND APPROVED BY THE CITY OF SAN DIEGO BUILDING OFFICIAL, 20. SIMPSON STRONWALLS WEAR WALLS ARE APPROED PER ICBO' PfC-5485. NOTE: THE AWE- SPEC~ATIONS SHALL APPLY UNLESS NOTES OTHEWISE ON THE L. DRAW)NGS. LOVELACE ENGINEERING Structural Engineering Services 6496 Weathew Place Suite 200 San Diego, California 92121 Phone 858.535.9111 Fax 858.535.1 989 SHEET NO. /7 OF Y ' CALCULATED BY DATE CHECKED BY DATE 3% r TABLE 23-11-B-'I-NAILING SCHEDULE :ONNECllON NAILING' . _. 1. Jolst to sill or girder, toenail 3-8(1 2. Bridging to joist, toenail each end 3. 1" X 6" (25 mm x 152mm) subfloor or less to eachjokt,face nail 2-8d 2-8d 3-8d 2-16d 16d at 16" (406 mm) O.C. 3-16d per 16" (406 mm) 2-16d 4-W toenail or 2-16d. end nail 16d at 24" (610 mm) O.C. 16d at 16" (406 mm) O.C. 8-1M 3-8d 8d at 6" (152 mm) O.C. 2-16d 16d at 16" (406 mm) O.C. along each edge 3-8d 4-8d 3-16d 3-16d 4. Wider than 1" x 6" (25 mm x 152 mm) subfloor to each joist. face nail 5. 2" (51 mm) subfloor to joist or girder, blind and face nail 7. Top plate to stud, end nail 6. Sole plate to joist or blocking. typical face nail Sole plate to joist or bloclcing, at braced wall panCls 8. Stud to sole plate 9. Double studs. face nail IO. Doubled top lam. typical face nail Double top prates. lap splice 11. Blocking between joists or raftm to top plate. toenail 12. Rim joist to top plate. toenail 14. Continuous header, two piens 16. Continuous header to stud, toenail 13. Top plates, laps and intcrstnions, face nail 15. Ceiling joists to plate. toenail I 17. Ceiling joists, laps over partitions. face nail 18. Ceiling joists to parallel rafters. face nail 19. Ratter to plate. toenail 20. 1" (25 mm) brace to each stud and plate. face nail 21- 1" x 8" (25 nun x 203 mm) sheathing or less to each baing, facc nail 23. Built-up corn studs 24. Built-$ girder and beams 25. 2" (51 mm) planks 26. Wood structural oanels fnd ~d&board:~ 3-8d 2-8d 2-8d 3-8d 16d 91 14" (610 mm) os. 20d at 32" (813 mrn) O.C. at top and bottom and staggered 2-2Od at en& and at each splice 2-16d at each besling 22. Wider than 1" x 8" (25 mm x 203 mm) sheang to each baing, face nail 6d' Ed4 or 6d5 ad3 1od4 0; 8-35 CombinaGon subfloor-undcrlaymcnt (to fnming): Vd"(19 mm) and less 66 ad5 1 Od4 or 8d5 - I 8" /e"-11/4" (29 IYUTI-~~ IMI) . 71 -1" (22 mm-25 mm) 28. Fiberboard sheathing:' '/2" (12.7 mm) No. 11 ga! sa4 No. 16 ga? No. 11 gag 8d4 No. 16 gag 29. Interior paneling 'id10 6dl' l/4" (6.4 mm) 3/f (9.5 mm) Common or box nails may be used except whh othuwibe Stated. 2Nails spaced at 6 inches (152 mm) on cenfer at edges, 12 inches (305 mm) at hfennediatc mPpOe except 6 inches (152 mm) at all supp'porrs whm spans 3Common or deformed shank. 4Common. 5Dcf0rmcd shank. korrosion-resistant siding or casing nails conforming to the nquhmplts of Section 2304.3. 'Fasteners spa4 3 ids (76 m) on center at exterior edges and 6 inches (152 mm) on center at irmcdiate su 8Conosion-nsistant roofing nails with 7/16-inch-diameter (11 mm) head and 1'1z-inch (38 m) length for Il2-inch EA) sheathing and 13/4-inch (44 mm) length for =/3*-inch (20 mm) shcathin conforming to the ZeqUkmCnts Of Section '2304.3. gComion-rcsistant staples with nominals,l&ch (I1 mm) mwn and 1'h:inch (29 m) length for 'Iz-inch (12.7 mm) sheathing and I'/z-inch (38 rnm) length for Zs/,2-inch (20 mm) sheathing conforming to the requirements of SCctlOn 2304.3. %riel supports at 16 inch (406 mm) [20 inches (508 mm) if strength axis !n the 10% dimtion Of the panel, udc% othenvise &I. Casing or finish nails spaced 6 inches (152 mm) on panel edges, 12 inches (305.mm) at lntvedlafe supporn. "Panel supports at24 inches (610 mm) Casing or finish nals spaced 6 inches (!52 mm) on panel edges, 12 inrhes (305 nun) at intermediate supports. * Diaphragm sheathing nails or approved sheathing connectors shall be driven so that their head or crown is flush with the surface of the sheathina 48 inches (1219 mm) or more. For nailing of wood structural panel ad particlebod diaphragms and shear Walls, refer to Scctions 2315.3.3 and 2315.4. Nails for wall sheathing may be common, box or casing. JOB 3b3%4* SHEET NO. 16 OF CALCULATED BY DATE CHECKED BY DATE LOVE LAC E ENGINEERING Structural Engineering Services 6496 Weathers Place Suite 200 San Diego, California 92121 Phone 858.535.91 11 Fax 858.535.1 989 - d 0 9 e t E -I d ? 9 c -0 - 9 Q Q -\ I LOVELACE JOB .A3 278 .I 7 ENGINEERING, INC. Structural Engineering Services SHEET NO. '7 OF CALCULATED BY DATE CHECKED BY DATE 6496 Weathers Place Suite 200 San Diego, CaMornia 92121 Phone (858) 535-9111 Fax (619) 535-1989 SCALE PAD F UNG SCHEDULE 24" SQR. X 12" DEEP N/ (2) 5 EA. WAY 21" SQR. X 12" DEEP N/ (2) 5 EA. WAY m30" SQR. X 12" DEEP W/ (2) 5 EA. NAY m33" SQR. X 12" DEEP A/ (2) 5 EA, WAY 36" SQR. X 12" DEEP Nl (3) "5 EA. NAY m 39" SQR. X 12" DEEP W/ (3) 5 EA. NAY r IG[42" SQR. X 12" DEEP W/ (3) 5 EA. WAY 45" SQR. X 12" DEEP N/ (4) 5 EA. WAY (JI 48" SQR. X 12" DEEP W/ (4) 5 EA. WAY .bTE4: A. 'REINFORCEMENT SHALL BE 3" CLEAR FROM SOIL 8. 4X POSTS ON INDIVIDUAL SPREAD FOOTINGS SHALL C. 4X POSTS BEARING ON $ILL PLATES SHALL HAVE A HAVE A SIMPSON 'CB' 8 BASE. (U.N.O.) SIMPSON 'BCO' 8 BASE. (U.N.O.) D PAODUCT207 LOVELACE SHEETNO.& OF ? ENGINEERING Structural Engineering Services CALCULATED BY DATE CHECKED BY DATE SCALE 6496 Weathers Place Suite 200 San Diego, California 92121 Phone 858.535.91 11 Fax 856.5356989 m DBL. 2X STUDS 1.11 MSTC40 (VI TO DBL. STUDS BELOW )2) 4X POST W/ MSTC52 (V) TO 4X POST BELOW 4X POST W/ MSTC66 (VI TO 4X POST BELOW 141 DBL. 2X STUDS A/ MSTC28 (VI TO BEAM BELOW 4x8 POST W/ (2) MSTC28 (VI TO BEAM BELON 4x8 POST W/ HST3 (V) TO BEAM 8ELOW [lil DBL. 2X STUDS W/ STHDl0 DBL. 2X STUDS W/ STHD14 (OR) DBL. 2X STUDS W/ HTTl6 4 SSTB16 (12" MIN. EMB.) 4X POST N/ HTT22 4 SSTB24 (20" MIN. EMBJ 4x6 POST W/ HDSA 4 4STB28 (24" MIN. EMBJ 4x6 POST A/ HDl0A 4 SSTB28 (24" MIN. EMBJ v m4X6 POST Wl HTT22 4 THREADED ROD (10" MIN. EMB.) A/ "SET" EPOXY (ICBO * 52191 m4X6 POST'WI HD8A 4 1/8"0 THREADED ROD (15" MIN. EMBJ W/ "SET" EPOXY (IC60 5219) SIMPSON STRONG WALL HOLDOWN M/ SSTB28 (24" MIN. EMB.) NOTES: A. 'REFER TO SIMPSON CATALOG FOR PROPER INSTALLATION PROCEDURE S B. HOLD-DOAN CONNECTORS INTO WOOD FRAMING REQUIRE APPROVED PLATE LJAWER, AND HOLD-DO1.INS SHALL BE TIGHTENED JUST PRIOR TO COVERING THE WALL FRAMING- C. HOLD-DOAN HARDWARE MUST BE SECURED IN PLACE PRIOR TO FOUNDATION INSPECTION. D, FOR RAISED FLOOR FOUNDATION USE SIMPSON 'CN' COUPLERS E. INCREASE FOUNDATION DEPTH FOR ENTIRE SHEAWALL LENGTH, EXTENDING 12" ON EA. SIDE, NHERE NECESSARY TO ACCOMADATE THE REQUIRED HOLD-DOWN EMBEDMENT. EPOXY RETROFIT ANCHOR BOLTS INTO EXISTING FOOTING USING SIMPSON 'SET' ADHESIVE. (lCBOY 5219) REINFORCEMENT SHALL BE 3" CLEAR FROM 4011 USE IOd NAILS 8 6" O.C, STAGGERED ALONG ENTIRE LENGTH Of DBL. STUDS (U.N.0.) WHERE SPECIFIED, USE POST SIZE CALLED OUT ON PLANS. F. SPECIAL INSPECTION Is REQUIRED. G. H. 1. J. INSTALL SHEAR WALLS PRIOR TO INSTALLING POP-OUTS. -\ NO. c DESCR)PTlCe( OF TYPE OF tNBF'ECTlON REQUkED, LOCATION, REMAW, ETC. DEBtGN BTRENGTH I I LOVELACE ENGINEERING Structural Engineering Services 6496 Weathers Place Suite 200 San Diego, California 92121 Phone 858.535.91 11 Fax 858.535.1989 JOB h32-? e .n SHEET NO. /z/L OF "' CALCULATED BY DATE CHECKED BY DATE SCALE \ SHEAR PANEL PER PLAN Q - 2x BTUDS 8 I6"O.C. 2x P.T. BOT. PLATE W/ AB. PER PLAN 4 SHEAR WALL SCHED CONCRETE SLAB / PER PLAN "5 REINF. 6AR TOP 4 BOT. CONT. FOOTING DETAIL FF003ID LOVELACE ENGINEERING Structural Engineering Services 6496 Weathers Place Suite 200 San Diego, California 92121 Phone 858.535.9111 Fax 858.5351989 .v JOB '0324% SHEETNO. OF .' -' DATE DATE CALCULATED BY CHECKED BY SCALE \ SHEAR PANEL PERPLAN . E.N.7 \I 2X STUDS Q l6"O.C. (€1 2x P.T. BOT. PLATE L-4 /5/0" TU. ROD ANCHOR %ET' EPOXY BYSTEM (ICBOY 5219) PER SM. SCHEDULE (E) CONC. SLAB EXISTING FOOTING' DETAIL F.50021 = LOVELAC E ENGINEERING Structural Engineering Services 6496 Weathers Place Sub 200 San Diego, California 92121 Phone 858.535.9111 Fax 858.535.1989 .# SHEET NO. '? OF CALCULATED BY DATE CHECKED BY DATE SCALE f I NOTE : INSTALL W/ BPECIAL INSPECTION (MAINTAIN 13/41! CONCRETE EDGE DISTANCE) SHEAR PANEL PER PLAN NEW SLAB (El 2x STUD4 a I6"O.C. (El 2x P.T. BOT. PLATE W/ (N) 5/8"0 THRD'D ROD ANCHOR. INSTALL LJBING "BET" EPOXY (IC80Y 5279) AT 4PACING PER SHEAR MALL SCHEDULE M/ 5" MIN. EMBEDMENT (SPECIAL INSPECTION REQ'D) 5 DOWELS a 24"O.C. EPOXY 6" INTO EXIST'G. USlNG SIMPSON'S 'ET22' ADHESIVE (ICBO W4945) (NO SPECIAL INSPECTION REQ'D) EXISTINC FOOTINC E0042 i (5J LOVELAC E ENGINEERING Structural Engineering Services 6496 Weathers Place Suite 200 San Diego, California 921 21 Phone 858.535.9111 Fax 858.5351989 JOB J)o329& 3 SHEET NO. OF CALCULATED BY DATE CHECKED BY DATE NEbJ 5LA8 PER PLAN7 I 1 a I 5 DWEL5 @ 24"O.C. \ EPOXY 6" INTO EXIST'G. USING SIMPSON'5 'E722' ADClESlVE EX14T'Gt. FOOTING I I .- f 14) SLAB TO (E) FOOT'C. :0042 LOVELACE ENGINEERING Structural Engineering Services 6496 Weathers Place Suite 200 San Diego, California 92121 Phone 858.535.9111 Fax 858.5351989 SHEET NO. 26 OF ' ' CALCULATED BY DATE CHECKED BY DATE 3x STUDS Q 1b"O.C. SHEAR PANEL PER PLAN 3x P.T. SILL PLATE W/ AB. PER SCIEAWALL SCHEDULE \I' E.N- STAGGERED /- E-N- STAGGERED 5 CONT. BAR CRETE I - SL 4 5 DOWELS Q 24"O.C. EPOXY 6" INTO EXIST'G. USING SIMPSON'S 'ET22' ADHESbE OCBO *4945) (4) 5 REINF. BAR t CONT. TOP 4 BOT. 1 2'-0" MIN. 1 1 1 @ (N) CONTINUOUS FOOTlNC F50008F- .A0 LOVELACE ENGINEERING Structural Engineering Services 6496 Weathers Place Suite 200 San Diego, California 92121 Phone 858.535.91 11 Fax 858.535.1 989 CALCULATED BY DATE CHECKED BY DATE - POST 4 CONNECTloN PER PLAN y5 DOWELS 8 24"0.C, EPOXY 6 'I INTO EXIST 'G. FTG. USING SIMPSON'5 'ET22' ADHESIVE (kB0 #4945) 4 EXTEND 12" INTO NEW FTG. 1 W. PERPLAN 1 1 (CENTER AROUND POST) 1 PAD FOOTING DETAIL A031180 619.53~9111 Phone 619.535.1989 Fox JOB 263248 L7 SHEET NO. CALCULATED BY DATE CHECKED BY DATE SCALE EXIST'G. LINE OF EXIBT'G. SLAB EX14T'G. FOOTING I NELJ I , LINE OF NEW 4LAB I I f NEki I DOWELS TO MATCH CONT BAR5 M NEW FOOTING (EPOXr 6' INTO EXIST'G. FOOTING) USING SlMF'WN'4 'ET22' ADHESIVE (ICBO' 4945) CONT. REINF. BARS * NEW FOOTING TO EXIST'C. FF0136 LOVELACE ENGINEERING Structural Engineering Services 6496 Weathers Place Suite 200 San Diego, California 92121 Phone 858.535.9111 Fax 858.535.1989 CALCULATED BY DATE CHECKED BY DATE (E) 2x STUD5 9 I6"O.C. (E) 2x BOT. PLATE (E) 2x JOl5T PER PLAN I W/ LTP4 PER 11 1 4W. SCHED. E.N. STAGGERED-' WEAR PANEL PER PLAN I ,E.N. STAGGERED (E) DOUBLE TOP PLATE5 3x STUD5 @ I6"O.C. SHEAR TRANSFER DETAIL M50300 LOVELACE ENGINEERING Structural Engineering Services 6496 Weathers Place Suite 200 San Diego, California 92121 Phone 858.535.911 1 Fax 858.5351989 I .e SHEET NO. ?= OF CALCULATED BY DATE CHECKED BY DATE ROOF PLYWD PER pLAN7 B.N.- 7.k (E) 2X STUD5 @ 16"O.C. END RAFTER W/ 2X STUD5 @ I6"O.C. -2x BfM PLATE DOUBLE TOP PLATES 318" CDX PLYWD W/ Bd 6"O.C. EN- 7 // W/ 16d @ 6"O.C. / 12"O.C. F.N. (E)FLR. JOIST5 PER PLAN W/ 'MU' HANGERS 2x BLK'G W/ 5/8"Oxl" LAG5 a 8"O.C. STAGGERED CE ILlNG JOIST2 PER PLAN BEAM PER PLAN @ SHEAR TRANSFER DETAIL WF50345A San DIego. California 92121 Phone (858) 535.9111 Fax (858) 535-1989 JOB a SHEET NO. CALCULATED BY DATE CHECKED BY DATE SCALE I THIS DETAIL IS FOR SHEAR TRANSfER CONNECTION ONLY. FOR EAE DETAIL PLEA4E 4EE ARCH. DKS. - ‘I EA* PER . BN-7 ARCH. DNGS. 7 PLYWD, ROOF SHEATHING PER PLAN I ) I6d FACENAIL SHEAR PANEL PER PLAN > A35 PER 4HEAWALL SCHED. DOUBLE TOP PLATES 2x STUDS 8 16”O.C. LOVELACE 1 111 ENGINEERING 6496 Weathers Place Suite 200 San Diego. California 92 12 1 619.535.9111 Phone 619.535.1989 i%ax 3% 5i3 SHEET NO. CALCULATED BY DATE CHECKED BY DATE SCALE EA= PER ARCH. DWGS. 7 NOTE : THIS DETAIL IS FOR SHEAR TRANSFER CONNECTION ONLY. FOR EAVE DETAIL PLEASE SEE ARCH. DWS. 6.N.- SHEAR PANEL PER PLAN \ I PLYWD. ROOF SHEATHING PER PLAN ROOF RAFTER5 PER PLAN \ JOIST A35 PER SHEARWALL SCHED. DOUElLE TOP PLATES 4l-0' 2x STUDS Ib"0.C. & PER PLAN DBL. CEIL'G. JOISTS \'LU' HANGER iri) SHEAR TRANSFER DETAIL - LOVELACE ENGINEERING, INC. Structural Engineering Services 6496 Weathers Place Suite 200 San Diego, Californla 92121 Phone (858) 535-9111 Fax[6191535-1989 JOB SHEET NO. 33 OF CALCULATED BY DATE CHECKED BY DATE SCALE f A35 PER SHEAR- - HALL SCHED. (E) JOISTS (OR) RAFTERS PER PLAN ' DBL. TOP SHEATHING PER PLAN /7 B.N. (N) JOISTS (OR) RAFTERS PER PLAN . -END JOIST N/ 16d Q 6"O.C. STAGGERED SHE AWALL PER PLAN (WHERE OCCURS) SHEAR TRANSFER DETAIL HFS0311 IC LOVELACE ENGINEERING Structural Engineering Services 6496 Weathers Place Suite 200 Sen Diego, California 92121 Phone 858.535.91 11 Fax 858.535.1 989 [."I -7 SHEET NO. '7 OF CALCULATED BY DATE CHECKED BY DATE ROOF PLYHD PER PLAN X STUDS Q 16"O.C. R P 2x 8TM PLATE E.N (E) ROOF RAFTERS E .N 318'' CDX PLYWD W/ Bd 6"O.C. E.N. / 12"O.C. F.N. 1 2X STUDS I6"O.C. 2x BTM PLATE W/ 16d Q 6'0.C. CEILING JOIST PER PLAN? 8EAM PER PLAN I SHEAR TRANSFER DETAIL ~ HRS004ld J LOVELACE ENGINEERING Structural Engineering Services 6496 Weathers Place Suite 200 San Diego, California 92121 Phone 858.535.9111 Fax 858535.1989 ii "I SHEET NO. 7F OF CALCULATED BY DATE CHECKED BY DATE RAFTER 4 CEILINGJ JOIST PER PLAN BEAM PER PLAN 2x BLK'G W/ A35 8 24"O.C. 2x PLATES A5 REQUIRED, NAIL TOGETHER W/ 16d 8 8' 0.C. - (E) RAFTEWCEILING JOISTS W/ 'MU' UANGERS N/ 2x BLOCK'G. 8ETWEEN JOIST (NAIL BLOCK'G. TO BEAM W/ 16d 8 6"O.C. STAGGERED) (EJ SHEAR TRANSFER DETAIL WRS004ld LOVELACE ENGINEERING Structural Englneering Services 6496 Weathers Place Suite 200 San Diego, California 92121 Phone 858.535.9111 Fax 858,5351989 JOB .~~~24~ SHEETNO. ?d OF CALCULATED BY DATE CHECKED BY DATE "B.1 I PL' /' . 2x6 24mo.c. CA FILL SHEAR TRANSFER DETAIL WR50040 c / 6496 Weathers Place Suite 200 San Dlego, Californla 92121 Phone 858.535.9111 Fax 858.535.1989 (ATTACH ,W/ (161 Ibd NAILS1 I. - .. .. . .. . __. .. .* . . L. : 18 * JOB .>03zfg SHEET NO. 77 OF - CALCULATED BY DATE CHECKED BY DATE SCALE .I I. .. I NOTE: PROVIDE 5T6224 ACROS8 TOP PLATES WHERE DISCONTINOUS .. I 5 5/16" 5 9f16" HDSA 1 43TB28 HD10A 1 S4fB34 6496 Weathers Place Suite 200 San Dlego, California 82121 Phone 858.635.9111 Fax 858.5351989 ... . . .. 1 3/4" 2 1/16" 13/4" 2 IASn b'0 AB. / 2.4" MIN. %"-+ AB. / !W MIN. SHEET NO. 3 if OF CALCULATED BY OAF CHECKED BY DATE , .. I ., 3 .' .. A. **H~LD-DO" CONNECTORS INTO HOOD FRAMING REQUIRE APPROVED PLATE HASHER, AND HoLD-DMS SHALL BE TlrjHTENkD JUBT PRlOia TO COVERING THE WALL FFU!ll.NG. B. INCREASE FOUNDATION DEPTH FOR ENTIRE SHEAR HALL LENGTH WHEFZE NECE54ARY TO ACCOMMODATE THE REQUIRED HqLD-DONN EMBEDMENT 1 CLEARANCE. -. '+I- * ..' . .. -. .. ... ' i" .. 2 . _. I. . i' ,. ., ... .. BTIPUCWRAL ,' . ',, * MEMBER . .. ;- FER PLAN :. 7 .. .-, , i. .' . I \ , -- I. I BMPBON 'BTC' CLIP EA. BTRUCTURAL MEMBER TO NON-BEARING HALL < LDBL. TOP PLATES .-. , ~ LOVELACE ENGINEERING - Structural Engineering Services 6496 Weathers Place Suite 200 San Diego, California 92121 Phone 858.535.91 11 Fax 858.535.1989 JOB SHEET NO. 40 OF 4-? CALCULATED BY DATE CHECKED BY DATE SCALE '0 p LOVELACE ENGINEERING Structural Engineering Services 6496 Weathers Place Suite 200 J San Diego, California 92121 Phone 858.535.91 11 Fax 858.5353989 I - .?A JOB (,It;! 7,4 1 'j *il " OF SHEET NO. CALCULATED BY DATE CHECKED BY DATE SCALE 1. Y"lJ c i a LOVELACE ENGINEERING Structural Engineering Services 6496 Weathers Place Suite 200 San Diego, California 92121 Phone 858.535.911 1 Fax 858.535.1 989 I CALCULATED BY DATE CHECKED BY DATE SCALE I. . LOVELACE ENGINEERING . Structural Engineering Services 6496 Weathers Place Suite 200 San Diego, California 92121 Phone 858.535.91 11 Fax 858.535.1 989 d ,. . . -- o-- 8- SHEET NO. CALCULATED BY DATE CHECKED BY DATE A. SCALE 1Icr F LOVELACE ENGINEERING Structural Engineering Services 6496 Weathers Place Suite 200 San Diego, California 92121 Phone 858.535.91 11 Fax 858.535.1 989 ,* JOB SHEET NO CALCULATED BY DATE CHECKED BY DATE -J ' OF I. SCALE .' .3 I '.* . 1 .. e , I I r-- I , I LOVELACE ENGINEERING Structural Engineering Services 6496 Weathers Place Suite 200 San Diego, California 92121 Phone 858.535.91 11 Fax 858.535.1 989 ,, >*, /*/ ;* ,-,4 8 JOB ' OF Ai f.: SHEET NO CALCULATED BY DATE CHECKED BY DATE SCALE 0-. P -; ' . ..?&, Q 4'0" J I I I 8- LOVELACE ENGINEERING Structural Engineering Services 6496 Weathers Place Suite 200 San Diego, California 92121 Phone 858.535.9111 Fax 858.535.1989 , e.- JOB 1 -)[?3;+#2 61 SHEET NO OF CALCULATED BY DATE CHECKED BY DATE SCALE J i- r I L -f- .. . - _- JOB (lo -. $a@ LOVELACE ENGINEERING SHEET NO. CALCULATED BY DATE Structural Engineering Services 6496 Weathers Place Suite 200 San Diego, California 92121 Phone 858535.9111 Fax 858,5351989 CHECKED BY DATE I. 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