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Home My WebLink About2735 CAZADERO DR; ; CB994676; Permit06-11-2007 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 CB994676 Building Inspection Request Line (760) 602-2725 2735 CAZADERO DR CBAD RESDNTL Sub Type 2154001000 Lottf $66,248 00 Construction Type Reference # 0 Structure Type 0 Bathrooms ROOM ADDITION W/1/2 BATH ADD STAIR CASE TOTAL SF 676 RAD 0 NEW Status Applied Entered By Plan Approved Issued Inspect Area Ong PC# Plan Check# ABANDOND 12/20/1999 GMF Applicant MIHOLICH FAMILY TRUST 12-14-98 2735CAZADERO DR CARLSBAD CA 92009 Owner MIHOLICH FAMILY TRUST 12-14-98 2735 CAZADERO DR 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 HMP Fee Pot Water Con Fee Meter Size Add'l Pot Water Con Fee Reel Water Con Fee $476 79 Meter Size SO 00 Add'l Reel Water Con Fee $309 91 Meter Fee SO 00 SDCWA Fee $0 00 CFD Payoff Fee $662 PFF (3105540) SO 00 PFF (4305540) $0 00 License Tax (3104193) SO 00 License Tax (4304193) SO 00 Traffic Impact Fee (3105541) $0 00 Traffic Impact Fee (4305541) $0 00 Sidewalk Fee $0 00 PLUMBING TOTAL SO 00 ELECTRICAL TOTAL $0 00 MECHANICAL TOTAL SO 00 Housing Impact Fee ?? Housing InLieu Fee SO 00 Housing Credit Fee Master Drainage Fee SO 00 Sewer Fee $0 00 Additional Fees TOTAL PERMIT FEES SO 00 $000 $000 SO 00 SO 00 SO 00 $000 SO 00 SO 00so oo $000 SO 00 $000 $000 $000 $000 SO 00 $000 $000so oo S793 32 Total Fees $793 32 Total Payments To Date $309 91 Balance Due-$483 41 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 lees/exactions " You have 90 days from the date this permi! 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 simitar application processing or service fees in connection with this project NOR DOES IT APPLY to any fees/exactions of which vou have previouslybeen given a NOTICE similar to this, or as to which the statute_sf limitations has previc uslv otherwise expired PERMIT APPLICATION CITY OF CARLSBAD BUILDING DEPARTMENT 1635 Faraday Ave , Carlsbad, CA 92008 fl"|i('PROJECtlNF=ORMATION"'bp. FOR OFFICE USE ONLY PLAN CHECK NO EST VAL Plan Ck Deposit Validated By Date Address (include Bldg/Suite If)Business Name (at this address) Legal Description Lot No Subdivision Name/Number Unit No Phase No Total tt of units Assessor s Parcel #Existing Use Proposed Use Name Address 3~~'~ APPLICANt"~ n"Contra"cfor""~Q]^AgentTor^Contractor Q Owner Name /Of li-f-t*)), t/*£j Address City State/Zip Telephone # - COM>ANYrNAME" (Setf 7031 5 Business and Professions Code Any City or County which requires a permit to construct, alter, improve, demolish or repair any structure, prior to its issuance, also requires the applicant for such permit to file a signed statement that he is licensed pursuant to the provisions of the Contractor s License Law [Chapter 9, commending with Section 7000 of Division 3 Of the Business and Professions Code] or that he is exempt therefrom, and the basis for the alleged exemption Any violation of Section 7031 5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500]) Name State License tt Address License Class City State/Zip City Business License # Telephone tt Designer Name State License # Address City State/Zip Telephone Workers' Compensation Declaration I hereby affirm under penalty of perjury one of the following declarations Q] I have and will maintain a certificate of consent to self-insure for workers' compensation as provided by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued fj 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) Q 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 I hereby affirm that I am exempt from the Contractor's License Law for the following reason " "" """" fj 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 buifds 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) JJJJ7 I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec 7041 Business and Professions Code The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and contracts for such projects with contractor(s) licensed pursuant to the Contractor's License Law) Q I am exempt under Section Business and Professions Code for this reason 1 I personally plan to provide the major labor and materials for construction of the proposed property improvement Q YES QNO 2 I (have / have not) signed an application for a building permit for the proposed work 3 I have contracted with the following person (firm) to provide the proposed construction (include name / address / phone number / contractors license number) 4 I plan to provide portions of the work, but I have hired the following person to coordinate, supervise and provide the major work (include name / address / phone number / contractors license number) 5 I will provide some of the work, but 1 have contracted (hired} the following persons to provide the work indicated (include name / address / phone number / type of work) PROPERTY OWNER SIGNATURE DATE ^COMPLETETHIS^SECTION8FOR'/tfO/V-/7fS/0f/V77xl£ BUILDING PERMITS ONLY , J_ J_ ___/ "" _ ^ 'j __ "_^ ^ ! *7T, 1 '-" "* J* II" 1'1"~ 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? fj YES CD NO Is the applicant or future building occupant required to obtain a permit from the an pollution control district or air quality management district? D 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 I hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued (Siec 3097(t) Civil Code) LENDER'S NAME _ _ LENDER S ADDRESS 1 certify that 1 have read the application and state that ths above information is correct and that the information on the plans is accurate 1 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 permil issued by the building Official under Ihe provisions ol 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 such permit is suspended or abandoned at any time after the work is comrrKffwsdJor a jwtiod of l^gjgys (Section 106 4 4 Uniform Building Code) / J Jl - \ j*/JL rf APPLICANT'S SIGNATURE DATE WHITE Ft|'YELLOW Applicant PINK Finance 10/26/2000 MIHOLICH FAMILY TRUST 12-14-98 2735 CAZADERO DR CARLSBAD CA92009 Re Application Date 12/20/1999 Plan Check # CB994676 Address 2735 CAZADERO DR Expiration Date 12/19/2000 Permit Type RESDNTL Description ROOM ADDITION VW 1/2 BATH ADD STAIR CASE TOTAL SF 676 You applied to have your plans checked on the date noted above To date, the related building permit has not been obtained The original plan review application will expire as no building permit has been issued Plans submitted and not retrieved from the building department prior to the plan check expiration date noted above will be destroyed The provisions of sections 304 (d) of the Uniform Building Code state "Section 304 9d) Expiration of Plan Review Applications for which no permit is issued within one year following the date of application shall expire by limitation, and plans and other data submitted for review may thereafter be returned to the applicant or destroyed by the Building Official In order to renew action on an application after expiration, the applicant shall resubmit plans and pay a new plan review fee " In order to provide better service, please indicate your handling choice for the plans originally submitted and return this letter to the Building Department Project Abandoned - I will pick up plans within 10 days Project Abandoned - Plans may be destroyed If you have any questions, please contact the Building Department at (760) 602-2718 Raenette Abbey Building Department EsGil Corporation In 'Partnership iVitfi government for 'BuiCdmg Sajety DATE February 29, 2000 t3__APJPB NT JURISDICTION Carlsbad Q PLAN REVIEWER Q FILE PLAN CHECK NO 99-4676 SET II PROJECT ADDRESS 2735 Cazadero Dr. PROJECT NAME Addition for Miholich 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 XI Esgil Corporation staff did not advise the applicant that the plan check has been completed Esgil Corporation staff did advise the applicant that the plan check has been completed Person contacted Telephone # Date contacted (by ) Fax # Mail Telephone Fax In Person REMARKS By Bert Domingo Enclosures Esgil Corporation D GA D MB D EJ D PC 2/17/00 trnsmtldot 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858)560-1468 + Fax (858) 560-1576 EsGil Corporation In ^Partnership with government for lluitding Safety DATE January 3, 1999 Q APPUANT JURISDICTION Carlsbad a PLAN REVIEWER a FILE PLAN CHECK NO 99-4676 SET I PROJECT ADDRESS 2735 Cazadero Dr. PROJECT NAME Addition for Miholich 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 X] 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 XI The applicant's copy of the check list has been sent to Phil Weatherly 3323 Par Dr, Oceanside, CA XI Esgil Corporation staff did not advise the applicant(except by mail) that the plan check has been completed Esgil Corporation staff did advise the applicant that the plan check has been completed Person contacted Telephone # Date contacted (by ) Fax # Mail Telephone Fax In Person REMARKS By Bert Domingo Enclosures Esgil Corporation n GA n MB n EJ D PC 12/21/99 imsmUdot 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858)560-1468 4 Fax (858) 560-1576 Carlsbad 99-4676 January 3, 1999 PLAN REVIEW CORRECTION LIST SINGLE FAMILY DWELLINGS AND DUPLEXES PLAN CHECK NO 99-4676 JURISDICTION Carlsbad PROJECT ADDRESS 2735 Cazadero Dr. FLOOR AREA 612 SQ FT REMARKS DATE PLANS RECEIVED BY JURISDICTION DATE INITIAL PLAN REVIEW COMPLETED January 3, 1999 STORIES HEIGHT DATE PLANS RECEIVED BY ESGiL CORPORATION 12/21/99 PLAN REVIEWER Bert Domingo 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 1998 edition of the California Building Code (Title 24), which adopts the following model codes 1997 UBC, 1997 UPC, 1997 UMC and 1996 NEC (all effective 7/1/99) 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 99-4676 January 3, 1999 • PLANS 1 Please make all corrections on the original tracings, as requested in the correction list Submit three sets of plans for commercial/industrial projects (two sets of plans for residential projects) For expeditious processing, corrected sets can be submitted in one of two ways 1 Deliver all corrected sets of plans and calculations/reports directly to the City of Carlsbad Building Department, 2075 Las Palmas Drive, Carlsbad, CA 92009, (760) 438-1161 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, (358) 560-1468 Deliver all remaining sets of plans and calculations/reports directly to the City of Carlsbad Building Department for routing to their Planning, Engineering and Fire Departments NOTE Plans that are submitted directly to EsGil Corporation only will not be reviewed by the City Planning, Engineering and Fire Departments until review by EsGil Corporation is complete 2 All sheets of plans must be signed by the person responsible for their preparation (California Business and Professions Code) 3 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) 4 Provide a statement on the Title Sheet of the plans stating that this project shall comply with the 1998 edition of the California Building Code (Title 24), which adopts the 1997 UBC, UMC and UPC and the 1996 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 - EXPANSION/EPOXY ANCHORS - DESIGNER-SPECIFIED - OTHER Carlsbad 99-4676 January 3, 1999 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 • FIRE PROTECTION 7 Show locations of permanently wired smoke detectors with battery backup Please see correction item 8 below a) Inside each bedroom b) Centrally located in corridor or area giving access to sleeping rooms c) On each story d) When sleeping rooms are upstairs, at the upper level in close proximity to the stair e) In rooms adjacent to hallways serving bedrooms, when such rooms have a ceiling height 24 inches or more above the ceiling height in the hallway • NOTE Detectors shall sound an alarm audible in a]| sleeping areas of the unit Section 3109 1 8 When the valuation of a room addition or repair exceeds $1,000, or when sleeping rooms are created, smoke detectors shall be provided per the above, except that smoke detectors added at existing construction need only be battery powered Section 3109 1 2 • EXITS, STAIRWAYS, AND RAILINGS 9 Guardrails (Section 509 1) a) Shall be detailed showing adequacy of connections to resist the horizontal force prescribed in Table 16-B Please submit calculations b) Openings between railings shall be less than 4" The triangular openings formed by the riser, tread and bottom element of a guardrail at a stair shall be less than 6" 10 Provide stairway and landing details Sections 1003 3 3 a) Maximum rise is 7" and minimum run is 11" When the stairs serves less than 10 occupants, or serves an unoccupied roof, rise may be 8" maximum and run 9" minimum b) Minimum headroom is 6'-8" c) Minimum width is 36" Carlsbad 99-4676 January 3, 1999 • ROOFING 11 Specify on the plans the following information for the roof materials, per Section 10633 a) Manufacturer's name b) Product name/number c) ICBO approval number, or equal • GARAGE AND CARPORTS 12 Garage requires one-hour fire protection on the garage side of walls and ceiling common to the dwelling Table 3-B, Section 302 4 13 All elements supporting floor above garage, including walls/beams/columns supporting floor joists, must have one-hour fire-resistive protection on the garage side Section 302 2 14 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 • FRAMING 15 Note on the plans that an A I T C Certificate of Compliance for glued laminated wood members shall be given to the building inspector prior to installation Section 2304 • ENERGY CONSERVATION 16 Provide plans, calculations and worksheets to show compliance with current energy standards 17 The regulations require a properly completed and properly signed Form CF-1R to be either imprinted on the plans, taped to the plans or "sticky backed" on the plans, to allow the building inspector to readily compare the actual construction with the requirements of the approved energy design 18 All energy items shown on the plans must be in agreement with the information shown on the properly completed Form CF-IR 19 Specify on the building plans all of the mandatory energy conservation requirements as listed on the enclosure titled, "Mandatory Measures Checklist" 20 Show the make, model, type and efficiency of the space heating (or cooling) system Carlsbad 99-4676 January 3, 1999 21 Provide fluorescent general lighting (40 lumens per watt minimum) in kitchen(s) and bathrooms 22 Provide a note on the plans stating "All new glazing (fenestrations) will be installed with a certifying label attached, showing the U-value " 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 a 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 Bert Domingo at Esgil Corporation Thank you Carlsbad 99-4676 January 3, 1999 SPECIAL INSPECTION PROGRAM ADDRESS OR LEGAL DESCRIPTION: PLAN CHECK NUMBER: OWNER'S NAME: I, as the owner, or agent of the owner (contractors may not employ the special inspector), certify that I, or the architect/engineer of record, will be responsible for employing the special inspector(s) as required by Uniform Building Code (UBC) Section 1701 1 for the construction project located at the site listed above UBC Section 106 3 5 Signed I, as the engineer/architect of record, certify that I have prepared the following special inspection program as required by UBC Section 106 3 5 for the construction project located at the site listed above Engineers/Architect s Seal 1 Signature Here Signed 1 List of work requiring special inspection: Q Soils Compliance Prior to Foundation Inspection Q Field Welding n Structural Concrete Over 2500 PSi Q High Strength Bolting Q3 Prestressed Concrete Q Expansion/Epoxy Anchors Q Structural Masonry Q Sprayed-On Fireproofing Q Designer Specified Q Other 2. Name(s) of mdividual(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: A B. C Special inspectors shall check in with the City and present their credentials for approval priprjp bf-ginning work on the job site Carlsbad 99-4676 January 3, 1999 VALUATION AND PLAN CHECK FEE JURISDICTION Carlsbad PREPARED BY Bert Domingo BUILDING ADDRESS 2735 Cazadero Dr. BUILDING OCCUPANCY R3 PLAN CHECK NO 99-4676 DATE January 3, 1999 TYPE OF CONSTRUCTION VN BUILDING PORTION Air Conditioning Fire Sprinklers TOTAL VALUE BUILDING AREA (ft2) VALUATION MULTIPLIER VALUE ($) ** $ 66,248 00 • 1994 UBC Building Permit Fee Q Bld9 Permit Fee by ordinance $ 47670 • 1994 UBC Plan Check Fee Q Plan Check Fee by ordinance $ 30986 Type of Review • Complete Review Q Structural Only Q Hourly Q] Repetitive Fee Applicable O Other Esgil Plan Review Fee $ 247,88 Comments ** Valuation was taken from the city's estimate Sheet 1 of 1 macvalue doc 5196 DATE City of Carlsbad Engineering Department BUILDING PLANCHECK CHECKLIST PLANCHECK NO CB BUILDING ADDRESS PROJECT DESCRIPTION ASSESSOR'S PARCEL NUMBER - f D 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 Qk Right-of-Way permit is required prior to construction of the following improvements EST VALUE DENIAL £</& Please see the^.attached report of deficiencies marked wrJh-Q Make necessary coirections to plans or specifications for compliance with applicable codes and standards Submit corrected plans and/or specifications to this office for review Date Date Date 3/30-A By FOR OFFICIAL USE ONLY ENGINEERING AUTHORIZATION TO ISSUE BUILDING PERMIT Date ATTACHMENTS G Dedication Application ]J Dedication Checklist r~i— Improvement Application Q Improvement Checklist Q Future Improvement Agreement !_i Grading Permit Application n Grading Submittal Checklist LJ Right-of-Way Permit Application Q Right-of-Way Permit Submittal Checklist and Information Sheet LJ Sewer Fee Information Sheet ENGINEERING DEPT CONTACT PERSON Name JOANNE JUCHNIEWICZ City of Carlsbad Address 2075 Las Palmas Dr, Carlsbad, CA 92QQ9 Phone (619)438-1161. ext 451Q CFD INFORMATION Parcel Map No Lots Recordation Carlsbad Tract A-4 , CA 92OO9-^576 • (760) 438-1161 • FAX (76O) "'* ° ,/ SITE PLAN \ / v- X\3 Q Q 1 Provide a fully dimensioned site plan drawn to scale Show \ /^A North Arrow N^D^Property Lines B Existing & Proposed StructuresxrcEasernents Street Improvements/ '2F' Right-of-Way Width & Adjacent Streets Driveway A; Drainage Patterns 1 Building pad surface drainage must maintain a minimum slope of one percent towards an adjoining street or an approved diainage course 2 ADD THE FOLLOWING NOTE "Finish grade will provide a minimum positive drainage of 2% to swale 5' away from building " B /Existing & Proposed Slopes and Topography Q 3 Include on title sheet A Site address§Assessor's Parcel Number 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 DISCRETIONARY APPROVAL COMPLIANCE Q Q Q 4a Project does not comply with the following Engineering Conditions of approval for Project No Q Q Q 4b All conditions are in compliance Date H \WORD\DOCSlCHKLS'~\8ii!lair>g Plancneck Cklsl BP0001 Form JJ doc BUILDING PLANCHECK CHECKLIST 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 $_ , pursuant to Carlsbad Municipal Code Section 18 40 030 Dedication required as follows Dedication required Please have a registered Civil Engineer or Land Surveyor prepare the appropriate legal description together with an 8 1/2" x 11" plat map and submit with a title report All easement documenls must be approved and signed by owner(s) prior to issuance of Building Permit Attached please find an application form and submittal checklist for the dedication process Submit the completed application form with the required checklist items and fees to the Engineering Department in person Applications will not be accept by mail or fax Dedication completed by Date IMPROVEMENT REQUIREMENTS / Q 6a AH needed public improvements upon and adjacent to the building site must be / \ / \ constructed at time of building construction whenever the value of the ^ J.construction exceeds $ ^5D.^o _ , pursuant to Carlsbad Municipal Code 'flection 18 40 040 ^^ Public improvements required as follows sT?Q_j^*J e=J Ic 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 ,< tffr ^~ on the attached checklist to the Engineering Department through a separate plan \^ Lj » check process The completed application form and the requirements on the ^ • --£" • 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 Q Q Q 6b Construction of the public improvements may be deferred pursuant to Carlsbad Municipal Code Section 1840 Please submit a recent property title report or current grant deed on the property and processing fee of $ so we may prepare the necessary Future Improvement Agreement This agreement must be signed, notarized and approved by the City prior to issuance of a Building permit Future public improvements required as follows H \V\ORD\DOCS\CHKLSTlBuildinflPlanchechCkls] BP0001 Form JJOoc BUILDING PLANCHECK CHECKLIST I st/ ond/ ord/ Q Q Q 6c Enclosed please find your Future Improvement Agreement Please return agreement signed and notarized to the Engineering Department Future Improvement Agreement completed by Date Q Q G 6d No Public Improvements required SPECIAL NOTE Damaged or defective improvements found adiacent to building site must be repaired to the satisfaction of the City Inspector prior to occupancy GRADING PERMIT REQUIREMENTS The conditions that invoke the need for a grading permit are found in Section 11 06 030 of the Municipal Code Q Q Q 7a Inadequate information available on Site Plan to make a determination on grading requirements Include accurate grading quantities (cut, fill import, export) Q Q Q 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 Q Q Q 7c Graded Pad Certification required (Note Pad certification may be required even if a grading permit is not required ) Q Q Q 7d No Grading Permit required Q Q Q 7e If grading is not required, write "No Grading" on plot plan MISCELLANEOUS PERMITS Q Q 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 streetjmproyementg, tree trimming, driveway construction, tieing into public storm dramf sewer and water utilities Right-of-Way permit required for BUILDING PLANCHECK CHECKLIST H \V.ORD\DOCSlCHKLSnBuikJing Planctiec* CWsi BP0001 Form JJ Hoc pnd/ qrd/ Q Q 9 A SEWER PERMIT is required concurrent with the building permit issuance The fee is noted in the fees section on the following page Q Q 10 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 ts on the EWA Exempt List You may telephone (760) 438-2722, extension 153, for assistance Industrial Waste permit accepted by Date Q Q 11 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 Q Q 12 a/Required fees are attached El No fees required Q Q Q 13 Additional Comments. H \WORD\DOCS\CHKLST\BuikJing Planchec* CKIst 8POOQ1 Form JJ doc PLANNING DEPARTMENT BUILDING PLAN CHECK REVIEW CHECKLIST Plan Check No. CB Planner fl/l APN: Addres^T ^3S~& Phone (619) 438-1 161, extension Type of Project & Use: Zoning: y^C ^ General Plan: Net Project Density: _ ' Facilities Management Zone r~> DU/AC CFD /in/nut) # Circle One _Date of participation:Remaining net dev acres (For non-residential development: Type of land used created by this permit: ) Legend:Item Complete Item Incomplete - Needs your action Environmental Review Required: YES NO TYPE DATE OF COMPLETION: Compliance with conditions of approval? If not, state conditions which require action' Conditions of Approval: Discretionary Action Required: APPROVAL/PESO. NO. PROJECT NO YES NO _ DATE _ TYPE OTHER RELATED CASES Compliance with conditions or approval? If not, state conditions which require action Conditions of Approval: Coastal Zone Assessment/Compliance Project site located in Coastal Zone7 YES CA Coastal Commission Authority' YES N0_ NO If California Coastal Commission Authority Contact them at - 3111 Cammo Del Rio North, Suite 200, San Diego CA 92108-1725, (6191 521-8036 Determine status (Coastal Permit Required or Exempt): Coastal Permit Determination Form already completed7 If NO, complete Coastal Permit Determination Form now Coastal Permit Determination Log #• ____ 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 Inclusionary Housing Fee required: YES NO (Effective date of inclusionary Housing Ordinance - May 21, 1993.) Data Entry Completed? YES NO (AfP/Ds, Activity Maintenance, enter CB#, toolbar. Screens, Housing Fe«, Construct Housing Y/N Enter Fee UPDATE" Site Plan: 1. Provide a fully dimens/onal site plan drawn to scale. Show- North arrow property lines, easements, existing and proposed structures, streets, existtnc street improvements, right-of-way width, dimensional setbacks and existinc topographical lines. 2. Provide legal description of property and assessor's parcel number Zoning: 1. Setbacks: Front: Interior Side: Street Side: Rear: Required Required Required Required 2. Accessory structure setbacks: Front: Required Interior Side- Required Street Side: Required Rear: Required Structure separation- Required Shown Shown Shown Shown Shown Shown Shown Shown Shown 3. Lot Coverage. 4. Height- Required Required Shown Shown 5 Parking- Spaces Required Guest Spaces Required Additional Comments Shown Shown OK TO ISSUE AND ENTERED APPROVAL INTO COMPUTE SOUTH COAST STRUCTURAL DESIGN 2415 San Diego, Suite 200 San Diego, CA92HO (619) 291-4224 STRUCTURAL CALCULATIONS PROJECT:Miholich Residence 2735 CazaDero Drive, La Costa, CA OWNER:Bill & Candy MiholicK 273 5 CazaDero Drive La Costa, CA DESIGNER:Phil Weatherly 3323 Par Drive Oceanside, CA 92056 JOB No.:99173 DATE: December 14, 1999 uoa SHEET NO :== OF SOUTH COAST -y ^ /2vW?5 STRUCTURAL DESIGN CALCULATED8Y ^LJrL DATE /^./gfr/77 CHECKED BY /^.^ • DATE SCALE - TABLE OF CONTENTS SUBJECT SHEET DESIGN CRITERIA 2- LOADS -3 VERTICAL ANALYSIS 4- FQUNDATION DESIGN ^ LATERAL ANALYSIS "? DETAILS /^ JOB SOUTH COAST STRUCTURAL DESIGN SHEET NO CALCULATED Bf CHECKED 8V _ SCALE _ OF 15 DATE DATE GOVERNING CODE: CONCRETE: MASONRY: MORTAR: GROUT: REINFORCING STEEL. STRUCTURAL STEEL. WELDING. SAWN LUMBER; TJIJOBTS: GLULAMS: MICROLLAMS/ PARALLAMS: SOU-: DESIGN CRITERIA U B.C. 1997 Fc = 2000 PSI, NO SPECIAL INSPECTION REQ'D, (U.N.O.) ASTM C90, FM = 1500 PSI, NO SPECIAL INSPECTION REQ'D, (U N.O ) ASTM C270, Fc s 1800 PSI, TYPE S ASTM C476,Fc=* 2000 PSI ASTM A615, Fy ^ 40 KSI FOR *3 AND SMALLER ASTM A615, Fy = 60 KSI FOR 44 AND LARGER (U.N.O ) ASTM A36. Fy = 36 KSI (STRUCTURAL SHAPES AND PLATES) ASTM A500, GRADE B, Fy = 46 KSI (STRUCTURAL TUBING) ASTM ASS, GRADE B, Fy = 35 KSI (STRUCTURAL PIPE) £70 SEREES-TYP., E90 SERIES FOR A615 GRADE 60 REINFORCING BARS DOUG FIR LARCH, ALLOWABLE UNIT STRESSES PER 1997 UBC. Tras Joist MacMfflan - ICBO NER-200 (TJI/15DF, TJU25DF, TJK5DF, & TJI/55DF) DOUGLAS FIR OR DOUGLAS FIR/HEM GRADE 24F-V4 (SIMPLE SPANS) GRADE 24F-V8 (CANTILEVERS) Tnis Joist MacMfflan - ICBO NER-126 (Microflams) UJ4.0. Tnis Joist MacMillan - ICBO NER-292 (Parailams) GHOSTING NATURAL SOIL VALUES PER.UBC TABLE 1 8-I-A SOIL CLASSIFICATION - QSOfl-S REPORT BY: DATED: ALLOWABLE BEARING PRESSURE ACTIVE SOEL PRESSURE (CANTILEVER) ACTIVE SOIL PRESSURE (RESTRAINED) PASSIVE SOIL PRESSURE COEFFICIENT OF FRICTION PSF PCF/FT ?CF/FT PCF/FT JOB SOUTH COAST SHEE™° — STRUCTURAL DESIGN CALCULATED BY ROOF DEAD LOAD ROOFING MATERIAL ( "TH SHEATHING RAFTERS/C J (or) TRUSSES INSULATION DRYWALL OTHER (ELEC ,MECH ,MISC ) TOTAL DEAD LOAD LIVE LOAD- (PITCH + 12) TOTAL LOAD FLOOR DEAD LOAD FLOORING (CARPET & PAD) LT WEIGHT CONCRETE . SHEATHING JOISTS DRYWALL OTHER (ELEC.,MECH.,MISC ) .. TOTAL DEAD LOAD- LIVE LOAD OJSE Kesi^e^ TOTAL LOAD- EXTERIOR WALL STUDS DRYWALL INSULATION EXTERIOR FINISH ( J>7Vcc« OTHER .- TOTAL LOAD: INTERIOR WALL STUDS DRYWALL OTHER TOTAL LOAD: LOADS . . 15 . 40 15 ... 25 05 1.0 Q PSF *<*>Q PSF £fo .0 PSF 2.0 . , 35 2.5 3 0 '5 0 PSF fin ) \o o PSF S5>.0 PSF 1 0 PSF 2.5 15 ) )00 1 0 Ife.O PSF 1.0 PSF 5 0 10 •7-0 PSF W55 JOB C\C\\7S LEVEL. 4- i^,*..*-• . — . . — « . *_ SHFFTNn T OF L 1SOUTH COAST STRUCTURAL DESIGN CAimiATmnv OATF ni-tPPi^Pn QV HATF SCAI F VERTICAL ANALYSIS / DESIGN MEMBERS: &c?ft«j /-^ftr^JS VMARK: Pi = P: = Ri - Rs = VMAX = MMAX = IREQD = USE: OR : ^MARK. Pi = Pi = Ir \1AX "~ MMAZ = IREQ-D = USE: OR : R&-1 SPAN= H FT. UNIFORM LOAD fViK^T* )Gw. ^ Vi ; = 303. PLF * ^ PLF ^^ LBS ^--^^ ' LBS ^~<^~ Bbb LBS — -**^ n^i LBS j ^ ,13* LBS = .SfcsO FT-LBS Z\l INY<f>/ & l^i- ^e •4 X \ X GRADE =* t CAMBER: X GRADE C \MBER: R3-L SPAN= 2 S FT. UNIFORM LOAD PLF ' l PLF W nl (5&- t ) V T" = 4» ^ 2^i LBS LBS = 3-^^L LBS «r = ^,^fa2. LBS J' . ' = 2>-it»0. LBS ' 'iS' = ^3»t40 FT-LBS V"73l TN*(l-8) 6 X I t GRADE: ^e^re-T CAMBER: ^^ ^ft ^^A" X \*9 GRADE: Ct^t CAMBER: ^MARK: BH-\ SPAN= \O FT. UNIFORM LOAD £ • P: R - V^ =MMAX = IREQ-D — USE: OR : \ f PLF A f & UT. \ \ — • 1 A /L. ? T DCL V •"• " ' / i n » ^— Lob LBS | '- , V °i 3 ^ LBS i^TT) LBS ^ -2^70 LBS *• 5' ^SIO FT-LBS /7A IN4 R^ ^* 4 X /2- GRADE: CAMBERj X GRADE: CAMBER: JOB SOUTH COAST STRUCTURAL DESIGN SHE5TNO CALCULATED ay CHECKED BY SCALE OF DATS . DATE LEVEL: FvooCt MEMBERS: \U=CCe*.s Zec^A^J. •'MARK. F *-/ SPAN- 13 5 FT. w.- frtXsso)f>fa//&& ) + fe£ Wz= Pi = Pi = ^ UNIFORM LOAD *^X = -?<B^C1 PLF PLF LBS LBS RL = = 35? t LBS O_ — — i ^. ft f T OCAR — ~ -J -J 19 LtOb VMAX == ^5e?'J LBS MMAX- = /6fc4° FT-LBS IREO*D = .. = sSJ^" IN4 '£^^' USE. *5/<4" X /^7XS GRADE: OR : X GRADE. MARK. TU- ^— SPAN= 3- 3> FT. f£± CAMBER: CAMBER; UNIFORM LOAD Wj= l'Vt )C^I .c) = C,C*Q PLF W:= . = PLF Pi = PlL ( ^fi-2 ^ Pz = = *At*l. LBS LBS T>. — — 1 V^t ^ T DCX\L ^ *> ^*O W* J^JDO RR = =2 bSts LBS VMAX =- 26safe LBS MMAX= = ^g?^i^3 FT-LBS IREOT>= = £~) TNp?=/ b) USE: fe X /i GRADE: OR: <*'/*" X M^e* GRADE: T */ CAMBER: *"- CAMBER: MARK; Pi -Pi = RL « Rn- IREQ-D =* USE:_ OR : SPAN-FT.UNIFORM LOAD = y/o PLF PLF 7 as LBS LBS LBS LBS LBS FT-LBS 3/2_ X GRADE:CAMBER: GRADE:CAMBER: SHEET NO .=— OF J= SOUTH COAST STRUCTURAL DESIGN CALCULATED BY DATE CHECKED 8Y DATE FOUNDATIONS ALLOWABLE BEARING PRESSURE, q = iooo PSF (PER DESIGN CRITERIA.) CONTINUOUS PERIMETER & BEARING WALL FOOTINGS: Location: \\ncr V <3 = II °° j* ^ W = c 'fa^ + frQ _ | ||o PLF Width Required = W /q x 12 = ____ /?./ IN. USE. iZ " WIDE x 16" DEEP WITH -— # — TOP & BOTTOM Location: W = PLF Width Required = W /q x 12 = IN USE. " WIDE x " DEEP WITH # TOP & BOTTOM ISOLATED SPREAD FOOTINGS: MARK. F- 1 P = J5<rf LBS 'd = P/q x 144 = ^^S SQ. IN. USE: i 4- " SQUARE, x, /& " DEEP. WITH 2^_ # _^_EACH WAY(3" CLE.AJl FROM SOIL) MARK. F- 2- p = 5<^\ LBS. 'd = P/q x 144 =___ 6M SQ. IN. USE: 3o " SQUARE, x. ffe " DEEP. WITH i_ # _±_EACH WAY(3" CLEAR FROM SOIL) SOUTH COAST STRUCTURAL DESIGN 409 SHEET NO CALCULATED 3Y CHECKED BY SCALE OF DATE DATS LATERAL ANALYSIS / DESIGN AREA: Seismic: V ~ (3o Ca I/ R) Wt Seismic Zone 4 Z ,4 Soil Profile^ _Sh Na= V O Ca=_tl_ 1=10 (Standard Occupancy) R = 4-5 W = Total Seismic Dead Load Wind: P-CeCqQsI Exposure < Basic Wind Speed - 70 MPH Ce = .")*- . UBC Table 16-O /. UBC Table 1 6-H Qs = 12.6 psf Iw = I 0 ("Non-Essential Facility) ROOF WEIGHT. Diaphragm = f(»2.S>)f?Od'l EttenorWall Weiafat = Aoo KVl~)(\** o\ Interior Wall Weiaht = ^3o ")(>•* )/^A ) Total Weight (Tributarv to Diaphragm) = \A FLOOK WEIGHT. . Diaphragm * (~?OO )( /5-a ) Exttnor Wall Weififat = f loo -v t o o ^ ( £ )( ifc-» ) Intenor Wall Weight =* \\ o -^3o viv3/'2-}f ?'ft ^ Total Weight fTributary to DiaDhragm) = f FLOOR WEIGHT: Diaphragm™ Extenor Wafl Weight » Interior Wall Weieht =• Total Weight (Trifautary tD Diaphragm) =• TOTAL DEAD LOAD. Wt - BASE SHEAR. V-f?4^ t-) Wt- y^^o L3S 7 2. o 0 IBS °l 43 LBS \^\fi»-& LBS /CL?oO LBS \ W&0 LBS Itfeo LBS 2-(o\bQ LBS LBS LBS LBS LBS 403-^,3 LBS 70^^ LBS UNIT SHEAR, T - V / Area (Applies to smgte level structures only)PSF SOUTH COAST STRUCTURAL DESIGN SHEET NO CALCULATED BY ev «J£. DATE _ DATE _ LOAD DISTRIBUTION LEVEL hx ROOF 2_ 1 FT 2 \0 FT 1 FT TOTALS wx H IK 1<* 1 K K K wxhx 23 & FT-K 2c-2. FT-K FT-K Jvo FT-K Fx 3.7 3,3 K K K K A C*^> FT2 "7 o <? ]7j2 FT2 IT2 Vx = (Fx/A) 5°! PSF 4 7 PSF PSF PSF SHEARWALL DESIGN ROOF DIAPHRAGM. WIND TRIBUTARY AREA , TA = TA= SEISMIC (Vx) N-S 5 ^ PSF E-W ^ =1 WIND,Vx=[(PxTA)/A] V / PSF PSF FLOOR DIAPHRAGM WIND TRIBUTARY AREA, SEISMIC (Vx) N-S 4 7 PSF E-W 4 1 PSF FLOOR DIAPHRAGM TA = Vx = [(PxTA)/A] 4 > PSF PSF WIND TRIBUTARY AREA , TA = TA= SEISMIC (Vx) N-S PSF E-W PSF WIND,Vx = [(PxTA)/A] PSF PSF _FT2 (N-S) FT2 (E-W) - • fl- FT2(N-S) FT2 (E-W) _FT2 (N-S) FT2 (E-W) GOVERNS GOVERNS .GOVERNS GOVERNS ^GOVERNS GOVERNS SOUTH COAST STRUCTURAL DESIGN ^ Floor Shearwalls W"i Direction Unit Lateral Load, v = 5 n psf ^Line 1 y Tnbutarv Area (This Level) ( <t"*j/i- A^ Lateral Load (This Level) Lateral Load (Roof Level) Lateral Load ( Level) Total Load (All Levels), F ShearwaU Lenstru L = Unit WaU Shear, v = F/L = ShearwaU Tvpe vl_) Overturning: L - ft c OT Moment - Res Moment = Net Moment = Uplift = Holdown Anchor Tvpe J Line 2_ Tnbutarv Area (This Level) Lateral Load (This Level) Lateral Load (Roof Level) Lateral Load ( Level) Total Load (All Levels), F ShearwaU Length. L = Unit WaU Shear. v^F/L = ShearwaU Tvpe \U Overturning: L= ft « OT Moment = Res Moment = Net Moment - Uplift = Holdown Anchor Tvpe rAirm ATi=n RY OATF rwrrkpn RY HATF <srA( P -5^ ^*3> sa ft ^ S-f ^ Lbs Lbs Lbs / & 44 Lbs /«- ft .. /^^ plf X ' i^» *• t^ 1 > fi. '\ "*" Okay by Inspection FtLbs FtLbs FtLbs Lbs 3i ^ sq ft /&•* ' Lbs Lbs Lbs /fes-f ^ Lbs 'z^ ft 9Z plf X ' *-* - life f 1^ ^ Okay by Inspection FtLbs FtLbs FtLbs Lbs Jo8_SAm \ n ^^SHEET NO • ' '-' OF ; SOUTH COAST STRUCTURAL DESIGN CALCULATED BY DATE CHECKED BY , DATE SCALE "* Floor Shearwalls -3 Direction Unit Lateral Load, v = 4- 7 psf ~— 1 7<5tu .Tributary Area (This Level) _ . *Jj>v Sq $ Lateral Load (This Level) / 7'J" Lbs Lateral Load (Roof Level) Lateral Load ( Level) Total Load (All Levels), F Shearwall Length, L = 5" 2^ ft Unit Wall Shear, v = F/L = £>T6 i ^- 647 p] Shearwall Type _\£2 _ p Overturning: OT Moment = Res Moment -_G Net Moment = L, (<S47) : O, ^7 1 -5^ ft ^ ^)C^3^f/^^/to'; 1^^ Okav bv Inspection •^^ l^ ) (12*.) +% }(&.* \M ^ t^Y*- ~ 4* &* FtLbs f-,°?7 FtLbs t\, ^^ Ft Lbs c^^e Lbs Holdown Anchor Type f-/T>QA Tnbutary Area (This Level) P"^ ^TO sq ft Lateral Load (This Level) ^7V-? Lbs Lateral Load (Roof Level) / 8^ 4 Lbs Lateral Load( fT^T'CT Level) . fti'X2t/^(^ 7^)c Q'*') Lbs Total Load (All Levels), F 4-^^J Lbs Shearwall Length, L = 3-3 ft Unit Wall Shear, v = F/L = /?/ pif Shearwall Type \i) Overturning: L = ft ***" Okay by Inspection OT Moment = Ft Lbs Res Moment = . „ FtLbs Net Moment = FtLbs Uplift = Lbs Holdown Anchor Type . .™ ^n-s NO \\ OF _v SOUTH COAST HE N STRUCTURAL DESIGN CALCULATED BY DATE CHECKED BY DATE Floor Shearwalls Oirection Unit Lateral Load, v = ^ °* psf Line A- Tributary Area (This Level) _____ ___ -_?-Stf sq ft Lateral Load (This Level) ____ , /7/J Lbs Lateral Load (Roof Level) 'iH^" Lbs Lateral Load ( Level) Lbs Total Load (All Levels), F 3551 Lbs Shearwall Length, L = j> & Unit WaD Shear, y = F/L = 5 U Shearwall Type \2J Overturning: L = £• ^ ft Okay by Inspection OT Moment - (**(*> ) f> *>)(-&^ ^ 2&,e=>2. Ft Lbs Res Moment' O °l L 0 i>)(/ (>-e) ij^Yi.^ o\Jj^^)Y^ = & 2^4 Ft Lbs Net Moment = !?3_L-^2^_ Ft Lbs Uplift = r. q>/46 Lbs Holdown Anchor Type _ & Tributary Area (This Level) ___, ^jJ>f sq ft Lateral Load (This Level) /7/5 Lbs Lateral Load (Roof Level) /&£ Lbs Lateral Load ( Level) Lbs Total Load (All Levels), F 35-51 Lbs Shearwall Length, L = £-^ ft Unit Wall Shear, v = F/L = /34 plf Shearwah" Type \1/ Overturning: L — OT Moment = Res Moment = Net Moment = Uphft = ft t-^ Okay by Inspection FtLbs FtLbs FtLbs Lbs Holdown Anchor Type \ ?_ _ i-^L.- OF SOUTH COAST STRUCTURAL DESIGN C«UUTH 3y 3Y DETAILS SOUTH COAST STRUCTURAL DESIGN SHEET NO CALCULATED BY CHECKED BY OF _ DATE DATE -3 P SCO §G DESCRNAon 00 CK0CtIUNE ANDW THICEG *1/2* L0 s 3 *i QQ NG A6£ aa U5?a XT Q Q (5 1 QQ SOUTH COAST SHEET NO 1_L_ OF STRUCTURAL DESIGN CALCULATED BY OATE CHECKED BY ___-_„ QATE SCALE HOLDOWN SCHEDULE A 4x Post W/ MST37 FLR-To-FLR Holdown B 4x Post W/ MST48 FLR-To-FLR Holdown C 4x Post W/MST60 FLR-To-FLR Holdown D 4x Post W/ HPAHD22 Holdown 4xPostW/HD2A (SSTB 16) F 4x Post W/ HD5A (SSTB 20) G 4x Post W/ HD6A (SSTB 28) H 4x Post W/ HD8A (SSTB 28) JJ 4x Post W/ HD1OA (SSTB 28) 4x Post W/ HD14A (SSTB 34) SMBT tQ. ____ - & SOUTH COAST STRUCTURAL DESIGN CAUSWUDBY av j- __ - OATH FRAMING NOTES 1 Roof sheathing shall be. • 1/2" plywood exposure I, maex 24/0 • 8a common nails @ <5" o c , B N" • 3d common nails @ 12" o c, F N" B N applies to ail suocorred plywood edges ai: • plywood edses • perimeter walls • shear wails 2 Floor sneaihing snail be. 23/32" A.P A. rared STLUD-I-FLOOR, T&G. 24" o c span raring, exposure 1 • 1/2" piywood exposure lt index 24/'0 • lOd common nails @ 6" o c., B X • lOd common nails @ 10" o c, FN" B N applies to ail supported plywooc edges at: • plywood edges • perimeter walls • shear walls TABLE OF CONTENTS TOC Project Title AS DESIGNED Date .. 01/12/00 21:11:12 Project Address 2735 CAZADERO ******* SAN DIEGO *v5.00* Documentation Author... PHIL WEATHERLY ******* Phil D. Weatherly 3323 Par Drive Oceanside, CA 92056 760-433-7842 Building Permit # Plan Check / Date Field Check/ Date Climate Zone 07 Compliance Method. ... MICROPAS5 vS.OO for 1999 Standards by Enercomp, Inc MICROPAS5 vS.OO File-MIHOLICH Wth-CTZ07S92 Program-TOC User#-MP0359 User-Phil D. Weatherly Run-Typical House TABLE OF CONTENTS Report Page FORM CF-1R 1 FORM MF-1R 3 FORM C-2R 6 HVAC SIZING 9