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1619 TAMARACK AVE; ; CB052639; Permit
05-01-2006' 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 CB052637 Building Inspection Request Line (760) 602-2725 1619 TAMARACK AV CBAD RESDNTL Sub Type 2DU 2071305300 Lot# 0 580,17600 Construction Type VN Reference # 1 Structure Type MF2-4 1 Bathrooms 1 KERN RES-638 SF 2ND DWELL UNIT ATTACHED Status Applied Entered By Plan Approved Issued Inspect Area Ong PC# Plan Check# 077T87Z005 RMA Applicant SAM WRIGHT 760 720-7631 Owner KERN ANDREW S&MARCELLA F TRUST 10-03-90 1619 TAMARACK AVE CARLSBAD CA 92008 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 $473 41 Meter Size $0 00 Add'l Reel Watei Con Fee $307 72 Meter Fee $0 00 SDCWA Fee $0 00 CFD Payoff Fee $802 PFF (3105540) $0 00 PFF (4305540) $0 00 License Tax (3104193) $0 00 License Tax (4304193) $0 00 Traffic Impact Fee (3105541) SO 00 Traffic Impact Fee (4305541) SO 00 Sidewalk Fee $0 00 PLUMBING TOTAL $0 00 ELECTRICAL TOTAL $0 00 MECHANICAL TOTAL $0 00 Housing Impact Fee " Housing InLieu Fee $0 00 Housing Credit Fee Master Drainage Fee $0 00 Sewer Fee $0 00 Additional Fees TOTAL PERMIT FEES $000 $000 $000 SO 00 $000 $000 $000 $000 $301 74 $340 26 SO 00 $000 $000 $000 $000 $000 $000 $000 $985 00 $000 $2,41615 Total Fees $2,416 15 Total Payments To Date $282 69 Balance Due $2,13346 Inspector FINAL APPROVAL Date Clearance NOTICE Please take NOTICE that approval of your project includes the "Imposition" of fees, dedications, reservations, or other exactions hereafter collectively referred to as "fees/exactions" You have 90 days from the date this permit was issued to protest imposition of these fees/exactions If you protest them, you must follow the protest procedures set forth in Government Code Section 66020(a), and file the protest and any other required information with the City Manager for processing in accordance with Carlsbad Municipal Code Section 3 32 030 Failure to timely follow that procedure will bar any subsequent legal action to attack, review, set aside, void, or annul their imposition You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capacity changes, nor planning, zoning, grading or other similar application processing or service fees in connection with this project NOR DOES IT APPLY to any fees/exactions of which you have previously been given a NOTICE similar to this, or as to which the statute of limitations has previously otherwise expired PERMIT APPLICATION CITY OF CARLSBAD BUILDING DEPARTMENT 1635 Faraday Ave , Carlsbad, CA 92008 i PROJECT INFOMATION FOR OFFICE USE O PLAN CHECK- NO EST VAL t- Plan Ck Deposit. Validated By Date Address (include Bldg/Suite #) t-»ea T" A.1- *MAf=» t^o t^>c*e~>^— Business Name (at this address) 2811 07/1R/Q5 ^iotal «0a} unitsLegal Description Lot No Subdivision Name/Number Unit No Phase 282-69 Assessor's Parcel #Existing Use Proposed Use Description of Work SO FT 2 CONTACT PERSON (if different from applicant) " Name 3'^APPLICANT jJB Contractor ^C •^At—1 l4tg.u^»+-- # of Bathrooms Address I Agent for Contractor*" D Owner — •2-<=i U -STrV-rTL. City jj Agent for Owner ,/r 'spiTT?^, State/Zip Telephone Fax # ±sL "7 U,Q. "7 Name 4',,,.,: PROPERTY; OWNERS Address Address City City State/Zip State/Zip Telephone # Telephone #Name S SJCONTRACTOR - COMPANY NAME -^ '"'T =«. """""• ?°: "X :.',-:; (Sec 7031 5 Business and Professions Code Any City or County which requires a permit to construct, alter, improve, demolish or repair any structure, prior to its issuance, also requires the applicant for such permit to file a signec 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 peimit subjects the applicant to a civil penalty of not more than five hundred dollars [$500]) Name State License # Address License Class City State/Zip City Business License # Telephone # Designer Name Address City State/Zip Telephone State License # _ 6 WORKERS' COMPENSATION ' •::" ........... "V ...... ' If -'.••'••• Workers' Compensation Declaration I hereby affirm under penalty of perjury one of the following dei larations n I have and will maintain a certificate of consent to self insure for workers compensation as provided by Section 3700 of the Labor Code for the performance of the work for which this permit is issued 0 I have and will maintain workers' compensation, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued My worker s compensation insurance carrier and policy number are Insurance Company __ Policy No __ Expiration Date _ (THIS SECTION NEED NOT BE COMPLETED IF THE PERMIT IS FOR ONE HUNDRED DOLLARS [$100] OR LESS) n CERTIFICATE OF EXEMPTION I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the Workers Compensation Laws of California WARNING Failure to secure workers' compensation coverage is unlawful and shall subject an employer to criminal penalties and civil fines up to one hundred thousand dollars ($100 000) in addition to the cost of compensation damages as provided for in Section 3706 of the Labor code, interest and attorney s fees SIGNATURE_ ___ _ __ _ DATE _ 7 OWNER-BUILDER DECLARATION % -:L :: §1 1 1 hereby affirm that I am exempt from the Contractor s License Law for the following reason n I. as owner of the property or my employees with wages as their sole compensation, will do the work and the structure is not intended or offered for sale (Sec 7044, Business and Professions Code The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or through his own employees, provided that such improvements are not intended or offered for sale If, however the building or improvement is sold within one year of completion, the owner-builder will have the burden of proving that he did not build or improve for the purpose of sale) (~1 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) (~1 | 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 D YES [UNO 2 I (have / have not) signed an application for a building permit for ihe proposed work 3 I have contracted with the following person (firm) to provide the proposed construction (include name / address / phone number / contractors license number) 4 I plan to provide portions of the work but I have hired the following person to coordinate, supervise and provide the major work (include name / address / phone number / contractors license number) _ ____ ____ ___ 5 I will provide some of the work, but I have contracted (hired) the following persons to provide the work indicated (include name / address / phone number / type of work) ___ ___ PROPERTY OWNER SIGNATURE DATE COMPLETE THIS SECTION FOR NON-RESIDENTIAL BUJLDING PERMITS ONLY : , „„ -te, Is the applicant or future building occupant required to submit a business plan, acutely hazardous materials registration form or risk management and prevention program under Sections 25505, 25533 or 25534 of the Presley-Tanner Hazardous Substance Account Act? D YES Q NO YES NOIs the applicant or future building occupant required to obtain a permit from the air pollution control d strict or air quality management district? Is the facility to be constructed within 1,000 feet of the outer boundary of a school site' d YES d 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 Kl: CONSTRUCTION,LENDING AGENCY .nv '&,. " •"-" ' ' 4F-:' - _ •• : 4;.,. I hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued (Sec 30970) Civil Code) LENDER'S NAME LENDER'S ADDRESS 9 :APPUCANf CERTIFICATiONliiih::: .. ..jji|fh """"•••• ;.;" «:.' '"•' ";:: 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 ^^f~\ OSHA An OSHA permit is required for excavationsj-JlSnP/tr^deep and demolition or construction of structures over 3 stories in height EXPIRATION Every permit issued by theyuilo^ifj^lnicialAjnderVhe provisions of this Code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenued wXnm/i8(X«lays from me-date of such permit or if the build:ng or work authorized by such permit is suspended or abandoned at any time after the work is commencflG for aiparfiofW 18TO days JBection 106 4 4 Uniform Building Cede) >/£. f jk''/ MJ TT- APPLICANT'S SIGNATURE WHITE File YELLOW Applicant PINK Finance flPR-24-2006 09:42 PM SftMUEL WRIGHT 7S0 T20 T634 P. 01 City of Carlsbad Building Department April 21, 2006 SAM WRIGHT 2911 STATE ST #N CARLSBAD CA 92008 RE: APPLICATION DATE- 07/18/2005 PLAN CHECK #• ADDRESS 1619 TAMARACK AV EXPIRATION DATE- 07/18/2006 PERMIT TYPE- RESDNTL DESCRIPTION. KERN RES 638SF 2^ DWELLING UNIT ATTACHED 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 -1 will pick up the plans within 10 days ^ Project Abandoned - Plans may be destroyed |/^ & 6f / If you have any questions, please contact the Building Department at (760) 602-2719 Building Department 1635 Faraday Avenue « Carlsbad, CA 92008-7314 • (760) 602-2700 * FAX (760) 602-8560 EsGil Corporation In (Partners fiip ivitfi government for (BuiMtng Safety DATE Jrt^Z, 2O05 a a JURISDICTION Carlsbad a PLAN REVIEWER a FILE PLAN CHECK NO 05-2637 SET I PROJECT ADDRESS 1619 Tamarack Avenue PROJECT NAME Kern 2** Unit 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 Sam Wright 2911 State Street, Suite Carlsbad, CA 92008 I Esgil Corporation staff did not advise the applicant that the plan check has been completed Esgil Corporation staff did advise the applicant that the plan check has been completed Person contacted Sam Wright Telephone # 7607207631 Date contacted ?/2/oS(by ^ ) Fax# Mail —--Telephone —- Fax In Person REMARKS By Bryan Zuppiger Enclosures Esgil Corporation n GA n MB n EJ n PC 07/21/05 trnsmtl dot 9320 Chesapeake Drive, Suite 208 * San Diego, California 92123 <* (858)560-1468 4 Fax (858) 560-1576 Carlsbad 05-2637 July 2, 2005 PLAN REVIEW CORRECTION LIST SINGLE FAMILY DWELLINGS AND DUPLEXES PLAN CHECK NO 05-2637 JURISDICTION Carlsbad PROJECT ADDRESS 1619 Tamarack Avenue FLOOR AREA See Below STORIES 2 2nd Unit 638 ft2 Prop deck 156 ft3 HEIGHT 22'-6" at north elev. sheet A4. DATE PLANS RECEIVED BY DATE PLANS RECEIVED BY JURISDICTION ESG1L CORPORATION 07/21/05 DATE INITIAL PLAN REVIEW PLAN REVIEWER Bryan Zuppiger COMPLETED July 2, 2005 FOREWORD (PLEASE READ): This plan review is limited to the technical requirements contained in the Uniform Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and access for the disabled This plan review is based on regulations enforced by the Building Department You may have other corrections based on laws and ordinance by the Planning Department, Engineering Department, Fire Department or other departments Clearance from those departments may be required prior to the issuance of a building permit Present California law mandates that residential construction comply with the 2001 edition of the California Building Code (Title 24), that 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 05-2637 July 2, 2005 • PLANS 1 Please make all corrections on the original tracings, as requested in the correction list Submit two sets of plans for residential projects For expeditious processing, corrected sets can be submitted in one of two ways a) Deliver all corrected sets of plans and calculations/reports directly to the City of Carlsbad Building Department, 1635 Faraday Ave , Carlsbad, CA 92008, and (760) 602-2700 The City will route the plans to EsGil Corporation and the Carlsbad Planning, Engineering and Fire Departments b) Bring one corrected set of plans and calculations/reports to EsGil Corporation, 9320 Chesapeake Drive, Suite 208, San Diego, CA 92123, and (858) 560-1468 Deliver all remaining sets of plans and calculations/reports directly to the City of Carlsbad Building Department for routing to their Planning, Engineering and Fire Departments NOTE Plans that are submitted directly to EsGil Corporation only will not be reviewed by the City Planning, Engmeenng and Fire Departments until review by EsGil Corporation is complete 2 The person responsible for their preparation must sign all final sheets of plans (California Business and Professions Code) 3 Final plans, specifications and calculations shall be signed and sealed by the engineer or architect licensed by the State of California who is responsible for their preparation Specify expiration date of license (California Business and Professions Code) 4 On the cover sheet of the plans, specify any items requiring special inspection, in a format similar to that shown below UBC 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 UBC Sec 1701 of the Uniform Building Code ITEM REQUIRED? REMARKS • EPOXY ANCHORS YES PER APPROVING REPORT 5 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 UBC Section 106 3 5 Please complete parts 1, 2 & 3 of the attached form and resubmit Carlsbad O5-2637 July 2, 2OO5 • EXITS, STAIRWAYS, AND RAILINGS 6 Provide stairway and landing details that are referenced to the floor plan UBC Sections 1003 33 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 • ROOFING 7 Specify on the plans the following information for the roof materials, per UBC Section 10633 a) Manufacturer's name b) Material weight c) Product name/number d) ICBO approval number, or equal 8 Show the required ventilation for attics The minimum vent area is 1/150 of attic area (or 1/300 of attic area if at least 50% of the required vent is at least 3 feet above eave vents or cornice vents) Show area required and area provided UBC Section 15053 9 Where eave vents are installed, insulation shall not block the free flow of air A minimum of 1" of air space shall be provided between the insulation and the roof sheathing To accommodate the thickness of insulation plus the required 1" clearance, member sizes may have to be increased for rafter-ceiling joists UBC Section 1505 3 y 10 Note on the plans "Attic ventilation openings shall be covered with corrosion-resistant metal mesh with mesh openings of 1/4-inch in dimension " UBC Section 15053 • FOUNDATION & FRAMING REQUIREMENTS 11 If the soils engineer recommends that he/she review the foundation excavations note on the foundation plan that "Prior to the contractor requesting a Building Department foundation inspection, the soils engineer shall advise the building official in writing that a) The building pad was prepared in accordance with the soils report, b) The utility trenches have been properly backfilled and compacted, and c) The foundation excavations, the soils expansive characteristics and bearing capacity conform to the soils report" Carlsbad 05-2637 July 2, 2O05 • MECHANICAL (UNIFORM MECHANICAL CODE) 12 Show the size (BTU's) of all heating and cooling appliances or systems 13 Please detail the chimney extension UBC Section 106 3 3 To speed up the review process, note on this list (or a copy) where each correction item has been addressed, i e , plan sheet, note or detail number, calculation page, etc The jurisdiction has contracted with Esgil Corporation located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123, telephone number of 858/560-1468, to perform the plan review for your project If you have any questions regarding these plan review items, please contact Bryan Zuppiger at Esgil Corporation Thank you Carlsbad O5-2637 July 2, 20O5 City of Carlsbad Building Department BUILDING DEPARTMENT NOTICE OF REQUIREMENT FOR SPECIAL INSPECTION Do Not Remove From Plans Plan Check No O5-2637 Job Address or Legal Description 1619 Tamarack Avenue Owner Address You are hereby notified that in addition to the inspection of construction provided by the Building Department, an approved Registered Special Inspector is required to provide continuous inspection during the performance of the phases of construction indicated on the reverse side of this sheet The Registered Special Inspector shall be approved by the City of Carlsbad Building Department prior to the issuance of the building permit Special Inspectors having a current certification from the City of San Diego, Los Angeles, or ICBO are approved as Special Inspectors for the type of construction for which they are certified The inspections by a Special Inspector do not change the requirements for inspections by personnel of the City of Carlsbad building department The inspections by a Special Inspector are m addition to the inspections normally required by the County Building Code The Special Inspector is not authorized to inspect and approve any work other than that for which he/she is specifically assigned to inspect The Special Inspector is not authorized to accept alternate matenals, structural changes, or any requests for plan changes The Special Inspector is required to submit written reports to the City of Carlsbad building department of all work that he/she inspected and approved The final inspection approval will not be given until all Special Inspection reports have been received and approved by the City of Carlsbad building department Please submit the names of the inspectors who will perform the special inspections on each of the items indicated on the reverse side of this sheet (over) Carlsbad 05-2637 July 2, 2005 SPECIAL INSPECTION PROGRAM ADDRESS OR LEGAL DESCRIPTION: 1619 Tamarack Avenue PLAN CHECK NUMBER: 05-2637 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 mspector(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 Engineer's/Architect s Seal & Signature Here SIGNED 1. List of work requiring special inspection: d Field Welding D Structural Concrete Over 2500 PSI d Prestressed Concrete d Structural Masonry n High Strength Bolting d Expansion/Epoxy Anchors d Sprayed-On Fireproofmg d Designer Specified 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 foi approval prior to beginning work on the job site Carlsbad O5-2637 July 2, 2005 VALUATION AND PLAN CHEECK FEE JURISDICTION Carlsbad PLAN CHECK NO O5-2637 PREPARED BY Bryan Zuppiger DATE July 2, 2005 BUILDING ADDRESS 1619 Tamarack Avenue BUILDING OCCUPANCY R3/U TYPE OF CONSTRUCTION VN BUILDING PORTION 2nd Unit prop deck Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code AREA (Sq Ft) 638 156 cb Valuation Multiplier City Valuation 1^2- IS By Ordinance Reg Mod VALUE ($) 77/?£ wee p ?Y0 x*E/7£W*e "^ / • 1 'f Bldg Permit Fee by Ordinance $42591 Plan Check Fee by Ordinance $276 84 Type of Review Repetitive Fee ^1 RepeatsI 0 Complete Review D Other i—i Hourly Structural Only Hour* Esgil Plan Review Fee $238 51 Comments macvalue doc City of Carlsbad Public Works BUILDING PLANCHECK CHECKLIST Engineering DATE BUILDING ADDRESS PROJECT DESCRIPTION ASSESSOR'S PARCEL NUMBER EST VALUE "70, /Q Q 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 aate, including field modifications, must be reviewed by this office to insure continued conformance with applicable codes Please review carefully all comments attached, as failure to comply with instructions in this report can result in suspension of permit to build D A Right-of-Way permit is required prior to construction of the following improvements DENIAL By Please see the attached report of deficiencies marked with D Make necessary corrections to plans or specifications for compliance with applicable codes and standards Submit corrected plans and/or specifications to this office for review By By By Date Date Date FOR OFFICIAL US^ONLY BERING AUTHORIZATION TO ISSUE BUILDING PERMF •' ' ' Date ATTACHMENTS Dedication Application Dedication Checklist Improvement Application Improvement Checklist Neighborhood Improvement Agreement Grading Permit Application Grading Submittal Checklist Right-of-Way Permit Application Right-of-Way Permit Submittal Checklist and Information Sheet ENGINEERING DEPT CONTACT PERSON Name KATHLEEN M. FARMER City of Carlsbad Address 1635 Faraday Avenue, Carlsbad, CA 92008 Phone (760) 602-2741 CFD INFORMATION Parcel Map No Lots Recordation Carlsbad Tract CA 92OO^-7314 • (760) 602-2720 • FAX (760)® BUILDING PLANCHECK CHECKLIST SITE PLAN 3RD D 1 Provide a fully dimensioned site plan drav/n to scale Show North Arrow /&/ Existing & Proposed Structures Jo Existing Street Improvements 'D/ Property Lines (show all dimensions), JE Easements J ight-of-Way Width & Adjacent Streets Driveway widths [Existing or proposed sewer lateral Existing or proposed water service Existing or proposed irrigation service D D 2 Show on site plan A Drainage Patterns 1 Building pad surface drainage must maintain a minimum slope of one percent towards an adjoining street or an approved drainage course 2 ADD THE FOLLOWING NOTE "Finish grade will provide a minimum positive drainage of 2% to swale 5' away from building" B Existing & Proposed Slopes and Topography C Size, type, location, alignment of existing or proposed sewer and water service (s) that serves the project Each unit requires a separate service, however, second dwelling units and apartment complexes are an exception D Sewer and water laterals should not be located within proposed driveways, per standards 3 Include on title sheet A Site address B Assessor's Parcel Number C Legal Description For commercial/industrial buildings and tenant improvement projects, include total building square footage with the square footage for each different use, existing sewer permits showing square footage of different uses (manufacturing, warehouse, office, etc ) previously approved EXISTING PERMIT NUMBER DESCRIPTION Show all existing use of SF and new proposed use of SF. Example: Tenant Improvement for 3500 SF of warehouse to 3500 SF of office. f \Faimer\Kothy\MASTERS\Buildmg Plaricheck Cklsl Form (Generic) doc BUILDING PLANCHECK CHECKLIST 3HU DISCRETIONARY APPROVAL COMPLIANCE D 4a Project does not comply with the following Engineering Conditions of approval for Project No D D D 4b All conditions are in compliance Date DEDICATION REQUIREMENTS 5 Dedication for all street Rights-of-Way adjacent to the building site and any storm dram or utility easements on the building site is required for all new buildings and for remodels with a value at or exceeding $ 15.000 . pursuant to Carlsbad Municipal Code Section 18 40 030 Dedication required as follows Dedication required Please have a registered Civil Engineer or Land Surveyor prepare the appropriate legal description together with an 8 1/2" x 11" plat map and submit with a title report All easement documents must be approved and signed by owner(s) prior to issuance of Building Permit Attached please find an application form and submittal checklist for the dedication process Submit the completed application form with the required checklist items and fees to the Engineering Department in person Applications will not be accept by mail or fax Dedication completed by Date IMPROVEMENT REQUIREMENTS D D D 6a All needed public improvements upon and adjacent to the building site must be constructed at time of building construction whenever the value of the construction exceeds $ 75.000 . pursuant to Carlsbad Municipal Code Section 1840040 Public improvements required as follows Attached please find an application form and submittal checklist for the public improvement requirements A registered Civil Engineer must prepare the appropriate improvement plans and submit them together with the requirements on the attached checklist to the Engineering Department through a separate plan check process The completed application form and the requirements on the F \f-auiitjrhathy\MAbrFfi5\Building Pldncheck Cklsl Fonn (Generic) doc Q Rev 7/14/00 BUILDING PLANCHECK CHECKLIST 13T D -.ND RD3 D D D D checklist must be submitted in person Applications by mail or fax are not accepted Improvement plans must be approved, appropriate securities posted and fees paid prior to issuance of building permit Improvement Plans signed by Date 6b Construction of the public improvements may be deferred pursuant to Carlsbad Municipal Code Section 1840 Please submit a recent property title report or current grant deed on the property and processing fee of $ 360 00 so we may prepare the necessary Neighborhood Improvement Agreement This agreement must be signed, notarized and approved by the City prior to issuance of a Building permit Future public improvements required as follows n n a ODD 6c Enclosed please find your Neighborhood Improvement Agreement Please return agreement signed and notarized to the Engineering Department Neighborhood Improvement Agreement completed by Date 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 n n n n GRADING PERMIT REQUIREMENTS The conditions that invoke the need for a grading permit are found in Section 11 06 030 of the Municipal Code 7a Inadequate information available on Site Plan to make a determination on grading requirements Include accurate grading quantities in cubic yards (cut, fill import, export and remedial) This information must be included on the plans. 7b Grading Permit required A separate grading plan prepared by a registered Civil Engineer must be submitted together with the completed application form attached NOTE The Grading Permit must be issued and rough grading approval obtained prior to issuance of a Building Permit Grading Inspector sign off by Date 7c Graded Pad Certification required (Note Pad certification may be required even if a grading permit is not required ) K \FaimenKathv\MA^TEns\Building Plancheck Cklst Form (Generic) doc BUILDING PLANCHECK CHECKLIST 4 ST 0ND 0HD1 2 3 Q [H O 7d No Grading Permit required D n D 7e If grading is not required, write "No Grading" on plot plan MISCELLANEOUS PERMITS D D D 8 A RIGHT-OF-WAY PERMIT is required to do work in City Right-of-Way and/or private work adjacent to the public Right-of-Way Types of work include, but are not limited to street improvements, tree trimming, driveway construction, tying into public storm dram, sewer and water utilities Right-of-Way permit required for D D D 9 INDUSTRIAL WASTE PERMIT If your facility is located in the City of Carlsbad sewer service area, you need to contacl the Carlsbad Municipal Water District, located at 5950 El Cammo Real, Carlsbad, CA 92008 District personnel can provide forms and assistance, and will check to see if your business enterprise is on the EWA Exempt List You may telephone (760) 438-2722, extension 7153, for assistance Industrial Waste permit accepted by Date D D D 10 NPDES PERMIT Complies with the City's requirements of the National Pollutant Discharge Elimination System (NPDES) permit The applicant shall provide best management practices to reduce surface pollutants to an acceptable level prior to discharge to sensitive areas Plans for such improvements shall be approved by the City Engineer prior to issuance of grading or building permit, whichever occurs first D D 11 J^nequired fees are attached No fees required WATER METER REVIEW D D D 12a Domestic (potable) Use Ensure that the meter proposed by the owner/developer is not oversized Oversized meters are inaccurate during low-flow conditions If it is oversized, for the life of the meter, the City will not accurately bill the owner for the water used • All single family dwelling units received "standard" 1" service with 5/8" service F \Farmer\Kathy\MASTERS\Building Plancheck Cklat Form (Generic) doc ,ST ,ND ->RD D D D 12b BUILDING PLANCHECK CHECKLIST • If owner/developer proposes a size other than the "standard", then owner/developer must provide potable water demand calculations, which include total fixture counts and maximum water demand in gallons per minute (gpm) A typical fixture count and water demand worksheet is attached Once the gpm is provided, check against the "meter sizing schedule" to verify the anticipated meter size for the unit • Maximum service and meter size is a 2" service with a 2" meter • If a developer is proposing a meter greater than 2", suggest the installation of multiple 2" services as needed to provide the anticipated demand (manifolds are considered on case by case basis to limit multiple trenching into the street) Irrigation Use (where recycled water is not available) All irrigation meters must be sized via irrigation calculations (in gpm) prior to approval The developer must provide these calculations Please follow these guidelines 1 If the project is a newer development (newer than 1998), check the recent improvement plans and observe if the new irrigation service is reflected on the improvement sheets If so, al the water meter station, the demand in gpm may be listed there Irrigation services are listed with a circled "I", and potable water is typically a circled "W" The irrigation service should look like STA 1+00 Install 2" service and 5 meter (estimated 100 gpm) If the improvement plans do not list the irrigation meter and the service/meter will be installed via another instrument such as the building plans or grading plans (w/ a right of way permit of course), then the applicant must provide irrigation calculations for estimated worst-case irrigation demand (largest zone with the farthest reach) Typically, Larry Black has already reviewed this if landscape plans have been prepared, but the applicant must provide the calculations to you for your use Once you have received a good example of irrigation calculations, keep a set for your reference In general the calculations will include • Hydraulic grade line • Elevation at point ol connection (POC) • Pressure at POC in pounds per square inch (PSI) • Worse case zone (largest, farthest away from valve • Total Sprinkler head's listed (with gpm use per head) • Include a 10% residual pressure at point of connection In general, all major sloped areas of a subdivision/project are to be irrigated via separate irrigation meters (unless the project is only SFD with no HOA) As long as the project is located within the City recycled water f \ParrTvinKamy\MASTERS\Builcmg Planchock Cklst Form (Generic) doc .. ST 2ND 0RD BUILDING PLANCHECK CHECKLIST service boundary, the City intends on switching these irrigation services/meters to a new recycled water line in the future 12c Irrigation Use (where recycled water is available) 1 Recycled water meters are sized the same as the irrigation meter above 2 If a project fronts a street with recycled water, then they should be connecting to this line to irrigate slopes within the development For subdivisions, this should have been identified, and implemented on the improvement plans Installing recycled water meters is a benefit for the applicant since they are exempt Irom paying the San Diego County Water Capacity fees However, if they front a street which the recycled water is there, but is not live (sometimes they are charged with potable water until recycled water is available), then the applicant must pay the San Diego Water Capacity Charge If within three years, the recycled water line is charged with recycled water by CMWD, then the applicant can apply for a refund to the San Diego County Water Authority (SDCWA) for a refund However, let the applicant know that we cannot guarantee the refund, and they must deal with the SDCWA for this D D D 13 Additional Comments: f \Farwef\Kattvy\MASTERS\3uiiiiniu Planeheck CMsl Form (Generic) doc ENGINEERING DEPARTMENT FEE CALCULATION WORKSHEET D Estimate based on unconfirmed information from applicant D Calculation based on j£2ildmg plancheck plan submittal Address Bldg Permit No Prepared by * 7 Date Checked by Date EDU CALCULATIONS List types and square footages for all uses Types of Use ^ W<\ Sq Ft /Units Types of Use Sq Ft /Units APT CALCULATIONS List types and square footages for all uses Types of Use \\Cffi-v. Sq Ft /Units Types of Use Sq Ft /Units FEES REQUIRED WITHIN CFD D YES (no bridge & thoroughfare fee in District #1, reduced Traffic Impact Fee) D NO ages for all uses EDU's EDU's ges for all uses ADT's ADT's D 1 PARK-IN-LIEU FEE FEE/UNIT PARK AREA & # X NO UNITS = $ D 2 TRAFFIC IMPACT FEE ADT's/UNITS D 3 BRIDGE AND THOROl ADT's/UNITS D 4 FACILITIES MANAGE UNIT/SO FT D 5 SEWER FEE EDU's 7 X FEE/ADT = $ JGHFARE FEE \AENJ FEE (DIST X ZONE X #1 DIST #2 FEE/ADT FEE/SO FT /UNIT DIST #3 ) = $ BENEFIT AREA EDU's FEE/EDU X FEE/EDU D 6 SEWER LATERAL ($2,500) D 7 DRAINAGE FEES PLDA_ ACRES = $_ = $_ = $ HIGH /LOW X FEE/AC = $ D 8 POTABLE WATER FEES UNITS CODE CONNECTION FEE METER FEE SDCWA FEE IRRIGATION Iof2 s s (D IB O O o o o DDD Plan Check No Planner Chris Sexton APN PLANNING DEPARTMENT BUILDING PLAN CHECK REVIEW CHECKLIST Address Phone (760) 602-4624 Type of Project & Use. Zoning fi'—l General Plan CFD (in/out) #_Date of participation. . Net Project Density "b • 9- DU/AC Facilities Management Zone _/_ Remaining net dev acres Circle One (For non-residential development Type of land used created by this permit ) Legend; ^1 Item Complete Q Item Incomplete - Needs your action Environmental Review Required: YES NO TYPE DATE OF COMPLETION Compliance with conditions of approval? If not, state conditions which require action Conditions of Approval Discretionary Action Required: APPROVAL/RESO NO PROJECT NO YES NO TYPE DATE V'3"7 - OTHER RELATED CASES Compliance with conditions or approval? If not, state conditions which require action Conditions of Approval. 'OL>\1-L O Coastal Zone Assessment/Compliance Project site located in Coastal Zone? YES_jxl NO CA Coastal Commission Authority? YES NO If California Coastal Commission Authority Contact them at - 7575 Metropolitan Drive, Suite 103, San Diego CA 92108-4402, (619)767-2370 Determine status (Coastal Permit Required or Exempt) Coastal Permit Determination Form already completed? YES NO If NO, complete Coastal Permit Determination Form now Coastal Permit Determination Log # Follow-Up Actions: 1) Stamp Building Plans as "Exempt" or "Coastal Permit Required" (at minimum Floor Plans) 2) Complete Coastal Permit Determination Log as needed D D Inclusionary Housing Fee required: YES NO (Effective date of Inclusionary Housing Ordinance - May 21,1993) Data Entry Completed? YES NO (A/P/Ds, Activity Maintenance, enter CB#, toolbar, Screens, Housing Fees, Construct Housing Y/N, Enter Fee, UPDATE!) Site Plan: H \ADMIN\COUNTER\BldgPlnchkRevChklst Rev 9/01 D D D 1 Provide a fully dimensional site plan drawn to scale Show North arrow, property lines easements, existing and proposed structures, streets, existing street improvements' nght-oU\a\ width, dimensional setbacks and existing topographical lines (including all side and rear varc slopes) D D D 2 Provide legal description of property and assessor's parcel number Policy 44 - Neighborhood Architectural Design Guidelines 1 Applicability YES U"-~ NO D D D 2 Project complies YES Zoning: ' D D D 1 Setbacks Front Intenor Side Street Side Rear Top of slope 0LD D 2 Accessory structure setb Front Interior Side Street Side Rear Structure separation H*TH C] 3 Lot Coverage NO Required <3O ' Required f3 ' Required Required / (p ' Reauired tacks: Required Required > Required / Required S Required ^^ S Required ^ u '° Shown QO ' Shown to ' Shown Shown /?b ' Shown Shown S Shown . — "^ Shown ^ Shown S Showir^ Shown ^ *J Oftt 4 Height Required.shown <: Spaces Required Shown5 Parking (breakdown by uses for commercial and mdustnal projects required) Residential Guest Spaces Required Shown Additional Comments OF- OK TO ISSUE AND ENTERED APPROVAL INTO COMPUTER DATE. H \ADMIN\COUNTER\BldgPlnchkRevChklst Rev 8/01 MIKE SURPRENANT & ASSOCIATES Consulting Structural Engineers STRUCTURAL CALCULATIONS Project Starr Addition 1619 Tamarack Avenue Carlsbad, California 92008 Prepared for Samuel B Wright Wnght Design 2911 State Street Carlsbad, California 92008 Project No 05102 Date July 14, 2005 335 15th Street San Diego, California 92101 Tel. (619) 531.0757 • Fax. (619) 531.0758 I .inn Vyi* ' ^Jr*f*f*- TJBJt ti MIKESURPRENANT / & ASSOCIATES SHEETNO. / OF. Consulting Structural Engineers CALCULATED BY "F~ DATE. CHECKED BY DATE. SCALE TABLE OF CONTENTS PACE 1. PRQJECTSCOPE 2 DESIGN CRITERIA SUMMARY 3. DESIGN LOADS 4. VERTICAL ANALYSIS: A. HORIZONTAL MEMBER DESIGN (BEAMS, HEADERS, JOISTS, ETC) B. VERTICAL MEMBER DESIGN (COLUMNS, STUDS, ETC) 5. LATERAL ANALYSIS: A. SHSMBC/ WIND LOADS ............................................. /(a B. LATERAL LOAD DISTRIBUTION ........................................ J? C LATERAL LOAD-RESISTING DESIGN: L SHEAR WALL DESIGN ............................................ It-I EL CANTILEVERED STEEL COLUMN ELEMENTS ....................... " ffl. STEEL MOMENT FRAMES ........................................... -~ D. REDUNDANCY FACTOR VERIFICATION .......................... T* 6. FOUNDATION DESIGN: A CONTINUOUS FOOTINGS B. SPREAD FOOTINGS C. RET AININO WALLS D. SPECIAL SYSTEMS L GRADE BEAMS H. 7. SCHEDULES ...................................................................... 2f A. SHEARWALL SCHEDULE .................................... 2,1 B. HOLD DOWN SCHEDULE .......................................... ?r? C. SIMPSON STRONGWALL SCHEDULE ......................... ? I D. SPREAD FOOTING SCHEDULE ..................................... naoucranr Mike Surprenant • J°b & Associates Sheet No Consulting Structural Engineers Calculated by Date. Checked by Date. Scale PROJECT SCOPE Provide vertical & lateral load calculations for a proposed 634 sq ft second- story addition and a 116 sq ft deck addition to an existing 1,487 sq. ft one- story single-family residence with an existing 460 sq fit garage to be constructed at 1619 Tamarack Avenue Carlsbad, California Residence to be constructed utilizing primarily wood-frame construction Roof framing to consist of prefabricated wood trusses (designed by other), floor framing to consist of manufactured 'T'-joists, and the new and existing foundation system to consist of a conventional concrete slab-on-grade with deepened perimeter footings A soils report was not provided for this project. Therefore, the foundation design will be based on the minimum soil bearing capacity as specified in the current version of the Uniform Building Code (UBC) Mike Surprenant & Associates makes no representations concerning the suitability of the soils and/or minimum soil values allowed by the UBC. These calculations have been prepared for the exclusive use of Mrs. Sherry Starr and her design consultants (Wright Design) for the specific site listed above Should modifications be made to the project subsequent to the preparation of these calculations, Mike Surprenant & Associates should be notified to review the modifications with respect to the recommendations/conclusions provided herein, to determine if any additional calculations and/or recommendations are necessary Our professional services have been performed, our findings obtained, and our recommendations prepared in accordance with generally accepted engineering principles and practices JOB. MIKE SURPRENANT & ASSOCIATES Consulting Structural Engineers SHEET NO. CALCULATED BY_ CHECKED BY SCALE OF DATE. DATE. DESIGN CRITERIA SUMMARY GOVERNING CODE: CONCRETE: MASONRY: MORTAR: GROUT: REINFORCING STEEL: STRUCTURAL STEEL: WELDING: SAWN LUMBER: I-JOISTS: MICROLLAMS/ PARALLAMS/ TIMBERSTRAND GLULAMS: SOIL: 2001 C.B.C. f c = 2500 PSI, NO SPECIAL INSPECTION REQ'D, (U.N.O.) ASTM C90, f m -1500 PSI, NO SPECIAL INSPECTION REQ'D, (U.N.O.) ASTM C270, f c - 1800 PSI, TYPE S ASTM C476, f c - 2000 PSI ASTM A61S, Fy = 40 KSI FOR #3 AND SMALLER ASTM A615, Fy = 60 KSI FOR #4 AND LARGER (U.N.O.) ASTM A992, Fy = 50 KSI (ALL' W SHAPES, ONLY) ASTM A36, Fy - 36 KSI (STRUCTURAL PLATES, ANGLES, CHANNELS) ASTM A500, GRADE B, Fy - 46 KSI (STRUCTURAL TUBES-HSS) ASTM A53, GRADE B, F, = 35 KSI (STRUCTURAL PIPES) E70-T6-TYP. FOR STRUCTURAL STEEL E90 SERIES FOR A615 GRADE 60 REINFORCING BARS DOUG FIR LARCH, ALLOWABLE UNIT STRESSES PER 1997 UBC. TrusJoist MacMillan - ICBO PFC-4354 (TJI & TJI/PRO MEMBERS) TnisJoist MacMillan - ICBO PFC-4354 - (LVL/PSL/LSL MEMBERS) DOUGLAS FIR OR DOUGLAS FIR/HEM GRADE 24F-V4 (SIMPLE SPANS) GRADE 24F-V8 (CANTILEVERS) QJ'EXISTING NATURAL SOIL VALUES PER UBC TABLE i S-I-A SOIL CLASSIFICATION - SOILS REPORT BY: DATED- ALLOWABLE BEARING PRESSURE ACTIVE SOIL PRESSURE (CANTILEVER) ACTIVE SOIL PRESSURE (RESTRAINED) PASSIVE SOIL PRESSURE COEFFICIENT OF FRICTION PSF _PCF PCF PCF PRODUCT 87 MIKE SURPRENANT u X> & ASSOCIATES SHEETNO 3- OF.4- Consulting Structural Engineers CALCULATED BY DATE. CHECKED BY DATE- SCALE DESIGN LOADS MATERIAL: J ROOF SLOPE: DEAD LOAD: ROOFING MATERIAL SHEATHING RAFTERS/C.J (or) TRUSSES INSULATION DRYWAIJ. OTHER (ELEC., MECH., MISC) .... TOTAL DEAD LOAD. LIVE LOAD: TOTAL LOAD. FLOOR MATERIAL: f DEAD LOAD: FLOORING FINISH LT. WEIGHT CONCRETE ( in.) SHEATHING JOISTS rjRYWAI j. . OTHER (ELEC., MECH., MISC.) TOTAL DEAD LOAD: LIVE LOAD: TOTAL LOAD: KXTBlOOlf WAI.I- PINISH; STUDS .... ... . ... DRYWALL INSULATION EXTERIOR FINISH. . ... . . . OTHER ... TOTAL LOAD- INTERIOR WALL STUDS . . ... DRYWALL . . .OTHER ..... ., , .,, , , TOTAL LOAD: 7 tjk _t T«IV 5"»o PSF 1.5 40 1.5 2.5 0.5 /yo PSF /t.O PSF 3; .0 PSF FLOOR ?X*tfW y<o PSF 20 3.5 2.5 3.0 /T.O PSF VO.O PSF f*.0 PSF ^TUCt/o 1.0 PSF 25 15 /O 0 l\ff .0 PSF CASEH i£^yi/v r-oPSF 40 2.5 0.5 )T 0 PSF ?/ .0 PSF PSF 20 3.5 25 3.0 .0 PSF .0 PSF .0 PSF 1.0 PSF 2.5 1.5 .0 1.0 .0 PSF 10 PSF 5.0 LO 7.o PSF MIKE SURPRENANT & ASSOCIATES Consulting Structural Engineers JOB. SHEET NO. CALCULATED BY_ CHECKED BY SCALE ^____ OF. DATE DATE HORIZONTAL MEMBER DESIGN LEVEL: /W MEMBERS: frfft* $ LABEL: ^^-/ SPAN= f.T FT. 1 ' [^UNIFORM LOAD ^ D POINT LOAD (CENTERED) , i w f K4i^\ TfT/ 1 ->i.illlPt .,£_Wi =\ | ) 7/V 1 ! 1 'f2 1 - IJJTW- 7 Wj= x ' Pi = VMAI = " Ibs MMAX= 2-^^ ft-*s USE: W/0 GRADE: i)/>0 C: — ALT: GRADE: C: LABEL: SPAN* FT. D UNIFORM LOAD D POINT LOAD (CENTERED) Wi= t Pj = RI,= Jbs VMAI = Ibs MMAX= ft-lbs USE: GRADE: C: ALT: GRADE: C: LABEL: SPAN:* FT. D UNIFORM LOAD D POINT LOAD (CENTERED) Pt = R, .- Ibs VMAX= Ibs MMAX= ,. ft-lbs USE: GRADE: C: ALT: GRADE: C: / j i ».= //W Ibs E = IdOO ka IncfD = 5ft m* R»= Ibs E = ksi Inco'D = in4 R»= Ibs E = ksi Ino*D = in4 PRODUCT 207 MIKE SURPRENANT & ASSOCIATES Consulting Structural Engineers JOB. SHEET NO. CALCULATED 8V_ CHECKED BY SCALE OF DATE. DATE- I.KVKL MEMBERS: LABEL: Q UNDO D/rXMNTor CUSTC W,-(l5pK)) Wa«(Xf?o; PI = J^/l USE: ( ALT:,,. fti-l SPAN* /f,;T FT. V IP, fi 1> RMLOAD 1( P vJ^ ft LOAD (CENTERED) , 4 —r i , ,«T/ \ ?^,Mf f f 1 f >('•'M- • tl\ V Jf A C'li-)*'5*>tyU 1 1 /•f 1 >T 7 ViiAxs 6f?53 ifag E » /W» kn „ (l^P-VH ) MHAX= fflW tt-lbt Immom ~ in* 1JN < I3.T GRADE: U41 C:__,,^rp GRADE: C: LABEL:pg-T< SPANs /Tf FT. &UNTCRMLOAD ... D POINT LOAD (CENTER W>) , ' , i ' .A w,- (r# n / V. /7.J - W/4+ ' /I Ibi E USE: ALT:. GRADE: GRADE: MMAX«m4 LABEL;SPANc FT. OKlINlRMIMLOAD D POWTLOAD(CENTBRBD) D CUSTOM LOADING (SEE DIAGRAM) ALT: R. E MMA»ft-Ib*m GRADE: MIKE SURPRENANT & ASSOCIATES Consulting Structural Engineers SHEET NO. DATE. DATE. SCALE . LEVEL: MEMBERS: LABEL: fD-4 SPAN= ftf FT. D UNIFORM LOAD D/POINT LOAD (CENTERED) [J CUSTOM LOADING (SEE DIAGRAM) Wi=(W>>/057M( W2 = Pl = USE: 3/t'MO ALT: V. \ /rO />//"./- 11 r m Ij'T 7 VMAX = MMAX= GRADE: ??£- C: GRADE: C: v^, » • — [ t ^0' L L GAf ^ / -T -T ^Xr i /tf/f Ibs R»= /d/f Ibs " Ibs E = 2*«« ksi f /$t) ft-lbs IREO'D = - in4 LABEL: SPAN= FT. a D D wUpi= USE: ALT: UNIFORM LOAD POINT LOAD (CENTERED) f RI = Ibs VMAX = Ibs MMAX= ft-lbs GRADE: C: GRADE: C: x s R»= Ibs E = ksi IREO'D = in4 LABEL: SPAN= FT. D D D W2 = P2 = USE: ALT: UNIFORM LOAD POINT LOAD (CENTERED) /"7 R,, = Ibs VMAX = Ibs MMAX= ft-lbs GRADE: C: GRADE: C: /s Ro= IbS E = ksi IREO*D = in4 *^*^™ ' ^VKycihaouiT FJ-1 14"TJI®360@16"o/cTJ-BeamCi616 Senal Number 7004001742 P£i En^™on1°i™5 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED OveraR Dimension: 21' 6" 2.6..-19'- Product Diagram i* Conceptual LOADS. Analysis is for a Joist Member Primary Load Group - Residential - Living Areas (psf) 40 0 Live at 100 % duration, 15 0 Dead Vertical Loads Type Class Live Dead Location Application Comment Point(prf) Roof(125) 00 1280 0 SUPPORTS. 1 Stud wall 2 Stud wall Input Bearing Vertical Reactions (Ibs) Detail Width Length Live/Dead/UplnVTotal 350" 350" 648/438/0/1086 E1 Blocking 350" 225" 508/163/0/671 A3 Rim Board Other 1Ply14"TJI®360 1 Ply 1 1/4" x 14" 0 8E TJ-Strand Rim Board® -See TJ SPECIFIER'S / BUILDERS GUIDE for detail(s) E1 Blocking,A3 Rim Board DESIGN CONTROLS; Shear (Ibs) Vertical Reaction (Ibs) Moment (Ft-Lbs) Live Load Defl (in) Total Load Defl (in) TJPro Maximum 722 656 2932 Design 681 656 2932 0238 0295 45 Control 1955 1202 7335 0466 0932 30 Control Passed (35%) Passed (55%) Passed (40%) Passed (L/942) Passed (L/757) Passed Location Lt end Span 1 under Floor loading Bearing 2 under Floor ALTERNATE span loading MID Span 1 under Floor ALTERNATE span loading MID Span 1 under Floor ALTERNATE span loading MID Span 1 under Floor ALTERNATE span loading Span 1 -Deflection Criteria STANDARD(LL L/480.TL L/240) Additional checks follow -Left Overhang (LL 0 200", TL 2L/240) -Deflection analysis is based on composite action with single layer of 19/32" Panels (20" Span Rating) GLUED & NAILED wood decking -Bracing(Lu) All compression edges (top and bottom) must be braced at 5' 3" o/c unless detailed otherwise Proper attachment and positioning of lateral bracing is required to achieve member stability -The load conditions considered in this design analysis include alternate member pattern loading TJ-Pro RATING SYSTEM -The TJ-Pro Rating System value provides additional floor performance information and is based on a GLUED & NAILED 19/32" Panels (20" Span Rating) decking The controlling span is supported by walls Additional considerations for this rating include Ceiling - None A structural analysis of the deck has not been performed by the program Comparison Value 1 77 PROJECT INFORMATION" STARR ADDITION OPERATOR INFORMATION David Rerth Mike Surprenant & Associates 33515th Street San Diego, CA 92101 Phone (619)531-0757 Fax (619) 531-0758 davKJ@msaeng com Copyright O 2004 by Trus Joist, a Weyerhaeuser Business TJI® and TJ-BeamR are registered trademarks of Trus Joist e-I Joist™,Pro" and TJ-Pro™ are trademarks of Trus Joist C \Documents and Settings\David\Desktop\PROJECTS\Starr Addition~05102\calc\FJ-l sms FJ-1 tQf 14" TJI® 360 @ 16" o/c ^ U8er2 7/6/20052291°™5 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED ADDITIONAL NOTES' -IMPORTANT! The analysis presented is output from software developed by Trus Joist (TJ) TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ product design catena and code accepted design values The specific product application, input design loads, and stated dimensions have been provided by the software user This output has not been reviewed by a TJ Associate -Not all products are readily available Check with your supplier or TJ technical representative for product availability -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY' PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS -Allowable Stress Design methodology was used for Building Code UBC analyzing the TJ Distribution product listed above PROJECT INFORMATION. OPERATOR INFORMATION- STARR ADDITION David Reith Mike Surprenant & Associates 33515th Street San Diego, CA 92101 Phone (619)531-0757 Fax (619)531-0758 david@msaeng com Copyright © 2004 by Trus Joist, a Weyerhaeuser Business TJI<B and TJ-BeamS are registered trademarks of Trus Joist e-I Joist", Pro™ and TJ-Pro" are trademarks of Trus Joist C \Docuraents and Settings\David\Desktop\PROJECTS\Starr Addition~05102\calc\FJ-l sms FJ-1 TJ-Be»n»6 168*1.^0^7004001742 14" TJI® 360 @ 16" O/C P^3 2 ErZ^onTiss THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Load Group Primary Load Group Max Vertical Reaction Total (Ibs) Max Vertical Reaction Live (Ibs) Selected Bearing Length (in) Max Unbraced Length (in) ' 7 75" A 18' 7 1086 648 3 50 (W) 115 115 63 75" A 671 508 2 25 (W) Loading on all spans, LDF = Design Shear (Ibs) Max Shear (Ibs) Member Reaction (Ibs) Support Reaction (Ibs) Moment (Ft-Lbs) 90 , 1 0 Dead -221 203 -157 -224 214 -158 438 158 438 163 N/A -522 628 Loading on all spans, LDF = 1 00 , 10 Dead +10 Floor Design Shear (Ibs) -354 681 -640 Max Shear (Ibs) -365 722 -646 Member Reaction (Ibs) 1086 646 Support Reaction (Ibs) 1086 661 Moment (Ft-Lbs) N/A -708 2843 Live Deflection (in) -0 084 0 226 Total Deflection (in) -0 095 0 284 ALTERNATE span loading on odd # spans, LDF = 1 00 Design Shear (Ibs) -354 212 Max Shear (Ibs) -365 224 Member Reaction (Ibs) 589 Support Reaction (Ibs) 589 Moment (Ft-Lbs) N/A -708 551 Live Deflection (in) 0 008 -0.012 Total Deflection (in) -0 003 0 048 0 Dead +10 Floor -147 -148 148 153 ALTERNATE span loading on even # spans, LDF = 1 00 , 10 Dead Design Shear (Ibs) -221 671 -650 Max Shear (Ibs) -224 712 -656 (Ibs) 935 656 935 671 +10 Floor Member Reaction Support Reaction (Ibs) Moment (Ft-Lbs) Live Deflection (in) Total Deflection (in) N/A -0 092 -0 103 -522 2932 0 238 0 295 PROJECT INFORMATION. STARR ADDITION Copyright f> 2004 by Trus Joist, a Weyerhaeuser Business TJM and TJ-BeanA are registered trademarks of Trus Joist e-I Joist*1, Pro*1 and TJ-Pro** are trademarks of Trus Joist OPERATOR INFORMATION- David Reith Mike Surprenant & Associates 335 15th Street San Diego, CA 92101 Phone (619)531-0757 Fax (619)531-0758 david@msaeng com C \Documents and Settlngs\David\Desktop\PROJECTS\Starr Addltion-05102\calc\FJ-l sms FJ-1 14"TJI®360@16"o/c THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Loading on all spans, LDF = 1 25 , 10 Dead +10 Floor +10 Roof Design Shear (Ibs) -354 681 -640 Max Shear (Ibs) -365 722 -646 Member Reaction (Ibs) 1086 646 Support Reaction (Ibs) 1086 661 Moment (Ft-Lbs) N/A -708 2843 Live Deflection (in) -0 084 0 226 Total Deflection (in) -0 095 0 284 ALTERNATE span loading on odd # spans, LDF = 1 25 , 10 Dead +10 Floor +10 Roof Design Shear (Ibs) -354 212 -147 Max Shear (Ibs) -365 224 -148 Member Reaction (Ibs) 589 148 Support Reaction (Ibs) 589 153 Moment (Ft-Lbs) N/A -708 551 Live Deflection (in) 0 008 -0 012 Total Deflection (in) -0 003 0 048 ALTERNATE span loading on even f spans, LDF = 1 25 , 10 Dead +10 Floor +10 Roof Design Shear (Ibs) -221 671 -650 Max Shear (Ibs) -224 712 -656 Member Reaction (Ibs) 935 656 Support Reaction (Ibs) 935 671 Moment (Ft-Lbs) N/A -522 2932 Live Deflection (in) -0 092 0 238 Total Deflection (in) -0 103 0.295 PROJECT INFORMATION OPERATOR INFORMATION STARR ADDITION David Reith Mike Surprenant & Associates 335 15th Street San Diego, CA 92101 Phone (619)531-0757 Fax (619)531-0758 david@msaeng com Copyright o 2004 by Trus Joist, a Weyerhaeuser Business TJI® and TJ-BeamE are registered trademarks of Trus Joist e-I Joist",Pro" and TJ-Pro" are trademarks of Trus Joist C \DOCuments and Settings\David\Desktop\PROJECTS\Starr Addition~05102\calc\FJ-l sras *^**^ * *£ VSycrhaniscr Business I TJ-Beam* 6 16 Serai Number 7004001742 FJ-2 User 2 71612005 2 3015 PM Pagel Engine Version 1 165 14"TJI®210@16"o/c THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED -19'- Product Diagram is Conceptual. LOADS: Analysis is for a Joist Member Primary Load Group - Residential - Living Areas (psf) 40 0 Live at 100 % duration, 15 0 Dead SUPPORTS: 1 Stud wall 2 Stud wall Input Bearing Vertical Reactions (Ibs) Detail Width Length Live/Dead/Uplift/Total 350" 350" 507/190/0/697 A1 Blocking 350" 225" 507/190/0/697 A3 Rim Board Other 1Ply14"TJI®210 1 Ply 1 1/4" x 14" 0 8E TJ-Strand Rim Board® -See TJ SPECIFIER'S /BUILDERS GUIDE for detail(s) A1 Blockmg,A3 Rim Board DESIGN CONTROLS: Shear (Ibs) Vertical Reaction (Ibs) Moment (Ft-Lbs) Live Load Defl (in) Total Load Defl (in) TJPro Maximum 681 681 3166 Design -675 681 3166 0315 0434 40 Control 1945 1110 4280 0465 0929 30 Control Passed (35%) Passed (61%) Passed (74%) Passed (17707) Passed (L/514) Passed Location Rt end Span 1 under Floor loading Bearing 2 under Floor loading MID Span 1 under Floor loading MID Span 1 under Floor loading MID Span 1 under Floor loading Span 1 -Deflection Criteria STANDARD(LL L/480.TL 17240) -Deflection analysis is based on composite action with single layer of 19/32" Panels (20" Span Rating) GLUED & NAILED wood decking -Bracing(Lu) AH compression edges (top and bottom) must be braced at 3' 8" o/c unless detailed otherwise Proper attachment and positioning of lateral bracing is required to achieve member stability TJ-Pro RATING SYSTEM -The TJ-Pro Rating System value provides additional floor performance information and is based on a GLUED & NAILED 19/32" Panels (20" Span Rating) decking The controlling span is supported by walls Additional considerations for this rating include Ceiling - None A structural analysis of the deck has not been performed by the program Comparison Value 1 47 ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist (TJ) TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ product design criteria and code accepted design values The specific product application, input design loads, and stated dimensions have been provided by the software user This output has not been reviewed by a TJ Associate -Not all products are readily available Check with your supplier or TJ technical representative for product availability -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS -Allowable Stress Design methodology was used for Building Code UBC analyzing the TJ Distribution product listed above PROJECT INFORMATION. STARR ADDITION OPERATOR INFORMATION David Reith Mike Surprenant & Associates 335 15th Street San Diego, CA 92101 Phone (619)531-0757 Fax (619)531-0758 david@msaeng com Copyright a 2004 by Trus Joist, a Weyerhaeuser Business TJI® and TJ-BeawB are registered trademarks of Trus Joist e-I Joist",Pro" and TJ-Pro™ are trademarks of Trus Joist C \Docuwents and Settings\David\Desktop\PROJECTS\Starr Addition~05102\calc\FJ-2 sms actucr BUMIITCTJ-Beam®616 Senal Number 7004001742 FJ-2 'x 14" TJI® 210 @ 16" o/c 32, THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Load Group. Primary Load Group A L81 7 00" A Max Vertical Reaction Total (Ibs) 697 697 Max Vertical Reaction Live (Ibs) 507 507 Selected Bearing Length (in) 3 50(W) 2 25 (W) Max Unbraced Length (in) 44 Loading on all spans, LDF = 0 90 , 10 Dead Design Shear (Ibs) 184 -184 Max Shear (Ibs) 186 -186 Member Reaction (Ibs) 186 186 Support Reaction (Ibs) 190 190 Moment (Ft-Lbs) 863 Loading on all spans, LDF = 1 00 , 10 Dead +10 Floor Design Shear (Ibs) 675 -675 Max Shear (Ibs) 681 -681 Member Reaction (Ibs) 681 681 Support Reaction (Ibs) 697 697 Moment (Ft-Lbs) 3166 Live Deflection (in) 0 315 Total Deflection (in) 0 434 PROJECT INFORMATION. OPERATOR INFORMATION: STARR ADDITION David Reith Mike Surprenant & Associates 335 15th Street San Diego, CA 92101 Phone (619)531-0757 Fax (619)531-0758 david@msaeng com Copyright n 2004 by Trus Joist, a Weyerhaeuser Business TJI® and TJ-Beamft are registered trademarks of Trus Joist e-I Joist™, Pro" and TJ-Pro" are trademarks of Trus Joist C \Documents and Settings\David\Desktop\PROJECTS\Starr Addltion-05102\calc\FJ-2 sms Rev 560100 User KW-0605503 Ver 5 6 1 25-Oct-2002 (c)1983-2002 ENERCALC Engineering Software Title Dsgnr Description Scope General Timber Beam Job# / Date 227PM, 6JUL05 Of 37. Page 1 c \documents and settings\davidVdesKtop\proje Description DJ-1 General Information Calculations are designed to 1997 NDS and 1997 UBC Requirements Section Name 2x12 Beam Width Beam Depth Member Type Bm Wt Added to Loads Load Dur Factor Beam End Fixity Wood Density 1500m 11250m Sawn 1000 Pin-Pin 35000pcf Center Span Left Cantilever Right Cantilever Douglas Fir - Larch, No 2 Fb Base Allow Fv Allow Fc Allow E 1300ft ft ft 8750psi 95 0 psi 625 0 psi 1,6000ksi Lu Lu Lu 000ft 000ft 000ft Repetitive Member Full Length Uniform Loads Center Left Cantilever Right Cantilever DL DL DL 2000#/ft#m #/ft LL LL LL 5400 #ffi #ffi m 1 Summary | Span« 13 00ft, Beam Width = 1 Max Stress Ratio Maximum Moment Allowable Max Positive Moment Max Negative Moment Max @ Left Support Max @ Right Support Max M allow fb 625 74 psi Fb 1,006 25 psi Beam Design OK 500m x Depth = 11 25m, Ends are Pin-Pin 0622 1 16k-ft 27k-ft 165k-ft at OOOk-ft at 000 k-ft 000 k-ft 265 fv 38 63 psi Fv 95 00 psi Maximum Shear * 1 Allowable 6 500 ft Shear 0000ft Camber- Reactions LeftDL 016 k Right DL 0 16 k 5 §Left Right @Left @ Center @ Right Max Max 07 k 16 k 051k 051k 0000 in 0082 in 0000 m 051k 051k Deflections Center Span. Deflection Location Length/Defl Camber ( using 1 5* DL ©Center ©Left ©Right Dead Load -0054m 6500ft 2,8683 Defl) 0 082 in 0000 in 0000 in Total Load Left Cantilever -0 176 in Deflection 6 500 ft Length/Defl 88513 Right Cantilever Deflection Length/Defl Dead Load lateLUfflfl 0 000 m 0 000 in 00 00 0000m 0000m 00 00 [Stress Gales \ Bending Analysis Ck 34 680 Le Cf 1 000 Rb ©Center © Left Support © Right Support Shear Analysis Design Shear Area Required Fv Allowable Bearing ©Supports Max Left Reaction Max Right Reaction 0000ft 0000 Max Moment 1 65 k-ft OOOk-ft OOOk-ft © Left Support 065k 6861 m2 95 00 psi 051 k 051 k Sxx 31 641 in.3 Area Cl 0000 16 875 m2 Sxx Rea'd Allowable fb 1968m3 0 00 m3 000in3 @ Right Support 065k 6 861 in.2 95 00 psi Bearing Length Req'd Bearing Length Req'd 1,006 25 psi 1,006 25 psi 1,006 25 psi 0542 in 0542m Rev 560100 User KW-0605503 Ver 5 6 1 25 Oct-2002 (c)1963-2002 ENERCALC Engineering Software Title Dsgnr Description Scope General Timber Beam Job* Date 227PM, 6JUL05 Page 2 j c \documents and settings\david\de3klop\pfqie j Description DJ-1 Query Values M, V, & D 6 Specified Locations Moment @ Center Span Location = 0 00 ft 0 00 k-ft @ Right Cant Location = 0 00 ft 0 00 k-n @ Left Cant Location = 000ft 000 k-ft Shear 051 k 000k 000k Deflection 00000 in 00000 in 00000 in MIKESURPRENANT & ASSOCIATES Consulting Structural Engineers IL CALCULATED BV_ CHECKED BY DATE. LATERAL ANALYSIS / DESIGN (SEISMIC / WIND LOADS) AREA:_ Seismic: VaOSC.I/t»W. ' Seismic Zone. Soil Profile» C.= Z = N.=_ (Governs) l.v _10 Wind: P = C,C,q,I ft Exposure & Basic Wind Speed C.- 0*0 . I = 1.0 (Standard Occupancy) R - ftf W, = Total Seismic Dead Load BASE SHEAR: V = _0J15_Wt (ASP Load) (Asrame p »1^ VerifkatioB to Follow) q.=.2>J» , UBC Table 16-G _, UBC Table 16-H -prf ,= 1.0 (Non-Essential Facility) 'C.C,q.I = _j[ja_prf LBS JSfe-LBS Total Weight (Tributary to Diaphragm) rT FLOOR WEIGHT: Diaphragm=J12&-LBS V Total Weight (Tributary to Diaphragm) = . FLOOR WEIGHT: ^CSJtLLBS .LBS .LBS LBS Exterior Wall Weighl= Interior Wall Weight • -• LBS Total Weight (Tributary to Diaphragm) TOTAL DEAD LOAD, Wt = BASE SHEAR, V = j wt = UNIT SHEAR, Y • V / Area (Applies to single level structures only) •. - LBS * LBS LBS LBS PSF 'iSLilMii"1 MIKE SURPREN ANTjr v if & ASSOCIATES _T*i_\J3^, Consulting Structural Engineers "^ . t K* \^ J SHPPTMn /T OF fi» CALCULATED BY DATF nHPCKPH BV DATP BTAIP LATERAL LOAD DISTRIBUTION DIAPHRAGM LEVEL ROOF l>r FLOOR _r_JFLOOR 2 w h w h do (ft) (k-ft) #ft> 0.5 Mj.tfflS J* <^V i tf *t W A C ) *2. f&^JI — — —i^^BHlMlm" Fm= wxh,(V) w.h, Swjh, A vx = (Fp,/A) Swjh, (Ibs) (ft2) (psf) tf.Yt J1S6 ?r; *# fltfto f/;> z/Vf v.oo_ • — — »— 100 /"^*39 g^p^m^g V= /^^^ Ibs ISHEARWALL DESIGN LATERAL LOADSJ WIND LOAD = PRESSURE (P)x PROJECTED VERTICAL HEIGHT (h) SEISMIC LOAD = STORY SHEAR (vj x DIAPHRAGM DEPTH (d) ROOF DIAPHRAGM: A = N-S. WIND: SEISMIC- E-W: WIND- SEISMIC: P_jto_(psf)x _JCfi_(ft)vs 7.^7 rpsfix i-«to fftt P jff.V? (psf)x /0>o rft> Vj T'.'LT- fpsfl x ?«f.o rft") LEVEL DIAPHRAGM. A - JfcSi WIND: SEISMIC E-W- WIND: SEISMIC p //-V7 fpsfix ^.0 rm v, yj) rpsftx 2Y-6 rfti p |M7 fpsftx ^.t> rm v, f»0 fpsftx 2-/.0 rm LEVEL DIAPHRAGM A - N-S. WIND: SEISMIC E-W- WIND: SEISMIC- P (psft x (ft) Vl rpsfi x rm p fpsn x rfn Vl (psf] x rttt 75*7 rft2^ = J15—(pif) /= /?r rpifi ^esditc GOVERNS = _/£L_(pif) " = /7T fplf) GOVERNS 2/Y^ fft2> = _X*2_(pif) ^/l cC = ft rplfi i^ ^OSnttC GOVERNS = ?0 Tplft'lff GOVERNS fft2> rpifl rplf) GOVERNS rplfi fplfl GOVERNS D PRODI KT 307 MIKE SURPRENANT & ASSOCIATES Consulting Structural Engineers JOB. SHEET NO. CALCULATED BY_ CHECKED BY SCALE OF. DATE DATE SHE ARWALL DESIGN / Storv Shearwalls N'$ Direction Unit Lateral Load, v = Cridline Tr -^ /n V n \ Tnbutary Area (This Level) \ ^ A/U3y ' Lateral Load (This Level). Lateral Load (Level Above) Total Load ( All Levels). F,, = Shearwall(s) Length, L = ^-t) ft. Cjaf.) Unit Wall Shear, v = F^L = J2*^ plf ShearwallType- \J_J Overturning: L= ft * Okay by Inspection Uplift = Lbs Holdown Anchor Type: i — i Cridline ^ ^ r . Tributary Area (This Level). \ p/\ JfoJ ~ Lateral Load (This Level)- Lateral Load (Level Above): Total Load ( All Levels). F. = Shearwall(s) Length, L = ^fi-Q " f-0 ft Unit WaH Shear, v = F^L = ^> plf ShearwallType: (Jj Overturning: L= ft Okay by Inspection Uplifts (23^X2 A "fO) ~(.4)L-(ll0%1H'(l5)(z>1k-)J(t1)(.y'url1- /??7 Lbs Holdown Anchor Type rrj , , •7 (0 J U ..Cridline / >j '•« /T7 i. . i Tributary Area (This Level)- ( k II l«2 / ~" Lateral Load (This Level): Lateral Load (Level Above) Total Load (All Levels). F. = ShearwalKs) Length. L = 7«0 ft. Unit Wall Shear, v = K/L = (i? plf Shearwall Tvpe: \\_f Overturning: L= ft. * Okav by Inspection Uplift= Lbs Holdown Anchor Type i — i T*t,+ nsf W SO ft. fill Lbs - Lbs (tjl Lbs 7%, sq.ft. 2#/ Lbs - Lbs 7<W*/ Lbs tff sq.ft. ^l/ Lbs ~ Lbs (til Lbs PBOOUCT207 MIKE SURPRENANT & ASSOCIATES Consulting Structural Engineers JOB. SHEET NO. iq f 1 CALCULATED BY_DATE. DATE. . Story Shearwalls Direction Unit Lateral Load, v = ?.£? psf GridHne__42 C \. Tributary Area (This Level): vyf 576>) - Lateral Load (This Level): Tributary Area (This Level): Lateral Load (This Level): _ Lateral Load (Level Above). Shearwall(s) Length, L Unit Wall Shear, v = fJL Shearwall Type: Plf flO ft. Total Load (All Levels), Fx= ft. Overturning: L =. Uplift :rUplift * Holdown Anchor Type- i—i .ft. * OkavbvInspection GridHae Tributary Area (This Level):. Lateral Load (This Level): _ Lateral Load (Level Above)-. SbearwalKs) Length, L Unit Wall Shear, v = Fx/L = Shearwall Type. \j Plf Overturning: L = Uplift^ ft. Holdown Anchor Type. GridBne. Tributary Area (This Level):. Lateral Load (This Level): _ Lateral Load (Level Above).. Shearwall(s) Length, L Unit Wall Shear, v = F,/L = Shearwall Type: {_J Plf Overturning: L = Uplift* ft. Holdown Anchor Type:i — i .Lbs Total Load (All Levels). Fx= _ft . Okay by Inspection Lbs Total Load (All Levels), F, = ft . Okay by Inspection Lbs in sq.ft. tfly Lbs - Lbs Lbs sq.ft. Lbs .Lbs Lbs sq.ft. .Lbs Lbs Lbs PRODUCT 207 JOB. MIKE SUHPREN ANT & ASSOCIATES Con*ultiqg Structural Eagtaeett SHEET NO. CALCULATED BY_ CHECKED BY SCALE OF. OATE DATE /^ Story Shwu-waBs ttrHH— <6 Tributary Area (This Level):. Lateral Load (This Level): _ Lateral Load (Level Above):. ShearwalKs) Length, L Unit Wall Shear, v = F,/L = Shearwall Type: IV Direction Unit Lateral Load. v= 7,12 nrf Total Load (All Levels), F,=. ft. Li — Uplift .ft. Okay by Inspection ________^^^^^____ Hoktown Anchor Type: r-1 U Tributary Area (This Level).. Lateral Load (This Level): _ Lateral Load (Level Above):. ShearwalKs) Length, L •• Umt Wall Shear, v»F,/L = . Shearwall Type: Overturning! Uplifts Jit Total Load (All Levels). F,=.JiOft. Plf ft . Okay by Inspection — m »i • i .—.—.-.• i _ . ••••••••••la Holdown Anchor Type: i—i Tributary Area (This Level):. Lateral Load (This Level): _ Lateral Load (Levd Above):. ShearwalKs) Length, L Unit Wall Shear, v=PJL Shearwall Type: Total Load (All Levels). F, = Pif L =Overtur Uplift=. Holdown Anchor Type: 7^ ft. __ Okay by Inspection - K/GiC^f^V^^ ' -. 7jg .Lbs J^L-sq.ft. (til Lbs - Lbs .Lbs Lbs sq.ft. 2?30 Lbs .Lbs 2?>0 Lba I1L_ sq.ft. Lbs " ZJM Lbg D PRQOUCT2D7 MIKESURPRENANT & ASSOCIATES Consulting Structural Engineers DATE. DATE. /* StorvShearwalb fl' \ Gridline / /, . , , Tributary Area (This LevelV ^'f? ,L%0) ~ Lateral Load (This Level) Lateral Load (Level Above) ShearwalKs) Length. L = Unit Wall Shear, v = FJL = /?.? plf Shearwall Type: (Jj Overturning: L = ft Uplift = Holdown Anchor Type | — i Gridline 1" f// / \ Tributary Area fThis Level)- \> A ? 55 ) ^ Lateral Load (This Level): Lateral Load (Level Above)- ShearwalKs) Length. L Unit Wall Shear, v • FJL = 2 <P> plf Shearwall Type- (^ Overturning: L = ft. Uplift = l£<«^)(3 )*~ Holdown Anchor Type- n^i . ( Gridline 5 /li V \ 1i ' ' Tributary Area (This Level) ( '/vK H<W)t ' 'h 1 5 Lateral Load (This Level): Lateral Load (Level Above). ShearwalKs) Length. L Unit Wall Shear. v = F^L = fif plf Shearwall Type- (|_^ Overtnrning: L = ft. Uplift = Holdown Anchor Type i — j j Direction Unit Lateral Load, v = V,^} psf 2>0 sq ft. <^0 Lbs WJ Lbs Total Load (All Levels). P¥= fM> / Lbs It* ft. S Okay by Inspection Lbs 5?J sq.ft. Ml, Lbs Z<»V Lbs Total Load (All Levels). FTs ^ ^ Lbs /5-Tft. Okay by Inspection 200! Lbs iM- Wf.. /^[5^-Lbs f«lf Lbs Total Load (All Levels). F,= Z^% Lbs/soft. y/ Okay by Inspection Lbs D PRODUCT 207 MIKESURPRENANT & ASSOCIATES Consulting Structural Engineers JOB. SHEET NO. CHECKED BY. SCALE OF DATE. DATE. |T Story Shear-walls fr'$ Grldline T C\l ^ I \ Tnbutary Area fThis Level): \'\l<}\ [QO&/ = Lateral Load (This Level) Lateral Load (Level Above)- Shearwallfs) Length. L Unit Wall Shear. v = FJL = Z(fT plf ShearwallType: (j^ uvefuirning: L, — . j_> ) it. Uplift = (20'Ott )•*• Holdown Anchor Type: m GridlfaM Tributary Area fThis Level) Lateral Load fThis Level): Lateral Load (Level Above) Shearwallfs) Length. L = Unit Wall Shear, v » FJL = plf ShearwallType- {_} Overturning: L = ft. Unlift = Holdown Anchor Type i — i Cridline Tributary Area (This Level). Lateral Load fThis Level)- Lateral Load (Level Above): Shearwallfs) Length. L = Unit Wall Shear, v = FWL = plf ShearwallType: ( 1 Overtnrning: L = ft. Uplift = Holdown Anchor Type i — i ' Direction Unit Lateral Load, v « Total Lnad (All Levels). F,, = /T5" ft Okay by Inspection ?/>/ Lbs m} Total Load f All Levels). F. m ft. ,, . . Okay by Inspection Lbs Total Load f All Levels). FT = ft. Okay by Inspection Lbs WV Drf ^fX sq ft. 20((* Lbs 2ffH Lbs «///fe Lbs sq.ft. Lbs Lbs Lbs sq.ft. Lbs Lbs Lbs X PRODUCT 207 JOB. MIKE SURPRENANT & ASSOCIATES Consulting Structural Engineers SHEET NO. CALCULATED BY_ CHECKED BY SCALE OF_ DATE DATE /*r Story Shearwalb f"tA/ Direction Unit Lateral Load, v = GrUlfaM /f C'l\f \ Tnhutary Area (This Lftvel): ( ll)( TO 1 = Lateral Load (This Level): v ' Lateral Load (Level Above) 6 // ( f 'ft.VJ ) Total Load (All Levels). F, = ShearwalKs) Length, L = 3-0 ft/7«7;j Unit Wall Shear, v = F,/L = IjlO ^ plf ShearwallType: \5f [kt (2j hW /?)$ ^r^jS^i. ^TP&W/foL 1 |/% Overturning: L= ft. Okay by Inspection Uplift s Lbs Holdown Anchor Type: i — i \v n uJ i' «— * It]1 /MMvF, Cridlfaw ^ f]} v /(j v . Tributary Area fTbis LeveB. ( '/L A IWi ) t \/l AMI ) x Lateral Load mris Level): Lateral Load (Level AboveV ^|| Jf 'Krh?,rH 2-T3t> Total Load ( All Levels). F, = ShearwalKs) Length. L = /i-T ft. Unit Wall Shear, v = F^L = f/|i plf Shcarwall Type. O^ Overturniiig: L= A-"5 ft. Okav bv Inspection Unlift= IWX'flJ" 333; Lbs Holdown Anchor Type- ry] <b , 'rHdB™* r r i '. , Tributarv Area (This Level): V/MVZ'// ' ' *U1 Lateral Load (This Level): Lateral Load (Level Above). 2 Oft C1^ } - Total Load (All Levels), F, = ShearwalKs) Length. L = ^--fZ-f/.T"" 5".^ ft Unit Wall Shear, v = F/L s 'Till plf ShearwallType: <[Tp f\£^ ^ (litwlitl ^ T2'- ^jrt^ff, t&PMft ^Xlibti Overturning: L= ft. Okay by Inspection ir^itOv Uobft= Lbs Holdown Anchor Type- i — i \\Q .1 u +M DSf 2$0 sq.ft. jtO Lbg ^<» Lbs I'M if Lbs LAV'25E3&)*^ ) FW sq.ft. 2,/(fZ^Lbs %M"Z-Lbs ^Of Lbs HJ3 sq.ft. Wl« Lbs HfW Lbs Hv^w9 v-. t/p'o/^ ) PROOUCT207 J0$_ MIKESUKPRENANT 7 u & ASSOCIATES SHEETNO *-*- OF- Consulting Structural Engineers CALCULATED BY DATE. CHECKED BY DATE- SCALE REDUNDANCY FACTOR CALCULATION (UBC 1630.1.1) FLEXIBLE DIAPHRAGM WITH WOOD STRUCTURAL PANEL SHEARWALLS Vmax = V/M Lbs (Total lateral load at Gridline "_£___") lw a _ *2$ ft (Total Sum of Lengths of Shearwalls at Gndhne) F = /%>^ Lbs (Story Shear) AB = i-M sq.ft. (Ground Floor Area of Structure) CALCULATIONS; rmax p = 7*(Q3WC"V2ffl/= ttJ> > 1.0 OKAY A £ /.GO .- AO D FRODUCTaO? MIKE SURPBENANT & ASSOCIATES Consulting Structural Engineers JOB. SHEET NO. CALCULATED BY_ CHECKED BY SCALE DATE- DATE. FOUNDATION DESIGN ALLOWABLE APPLIED LOADS Allowable Soil Bearing Pressure (ASBP) = /POQ psf (Per Design Catena) CONTINUOUS FOOTINGS I W MARK: CF-1 Ftg Width (b) = /.Zf ft WALLOW = ASBP (b) = Depth of Ftg (h) • /.TO ft. Dlf USE:WIDE* II " DEEP. WITH TOP&BOTTOM MARK: CF-2 Ftg. Width Cb) = AD ft. Depth of Ftg. (h) =. : ASBP (b) = AO ft. USE: IT/ "WIDEx /2."DEEP. WITH / # «/ TOP&BOTTOM | WMAX @ Gridhne. WMAX@Gndlme. WMAX @ Gndlme. @ Gndline. -Plf USE: CF- USE: CF- USE: CF- USE. CF- 0 PRODUCT 207 MIKE SURPRENANT & ASSOCIATES Consulting Structural Engineers JOB. SHEET MO. CALCULATED BY_ CHECKED BY SCALE DATE. DATE. CONTINUOUS FOOTINGS - MAX POST LOADS MARK: CF-1 PMAX = ASBP(b)(2h) =. MARK: CF-2 PMAX = ASBP(b)(2h) =_ • max -X----X 2h (ft.) h(ft.) LBS. LBS D PRODUCT 207 MIKE SURPKENANT & ASSOCIATES Consulting Structural Engineers CALCULATED BY_ SHEET NO.OF_ DATE. DATE. PREAD FOOTINGS - MAX. ALLOWABLE CONCENTRATED LOADS PMAX MARK: F4 b fft.^ LBS. h(ft.) USE: 24" SQUARE x yf " DEEP WITH (2) # 4 EACH WAY @ BOTTOM MARK: ££ LBS USE: 30" SQUARE x ft " DEEP WITH (3) # 4 EACH WAY @ BOTTOM MARK:E=3. LBS. USE: 36" SQUARE x ft " DEEP WITH (4) # 4 EACH WAY @ BOTTOM MARK: £4 LBS. USE: 42" SQUARE x/7 " DEEP WITH (5) # 4 EACH WAY @ BOTTOM MARK: £5 PMAX = ASBP(b)2 =.LBS. USE: 48" SQUARE x tf " DEEP WITH (6) # 4 EACH WAY @ BOTTOM D PROOUCT207 MIKE SURPRENANT & ASSOCIATES Consulting Structural Engineers JOB. SHEET NO . CALCULATED BY_ CHECKED BV SCALE Of— DATE DATE. SCHEDULES MIKE SURPRENANT & ASSOCIATES Consulting Structural Engineers JOB. SHEET NO. CALCULATED BY_ CHECKED BY SCALE OF DATE. DATE. C/D C/3 ©: A X ii S xsii i I if © « I Hi * f fi |LI H? 2*ii ill l!g£ -a i S * I I 3 i£|i i ^ 5 * - ifS I i 8IShi i! nil 1 Ml!l!i3 3 mi§ Hii! ill! f Sti « a * silfllih M 0 MIKE SURPRENANT & ASSOCIATES Consulting Structural Engineers JOB. SHEET NO CALCULATED BY. CHECKED BY SCALE OF_ DATE DATE HOLD-DOWN SCHEDULE A 4x POST ui/ MSTC40 FLR-To-FLR HaD-DOWN ["i"] 4x POST ui/ P1STC52 FLR-To-FLR HOLD-DOWN C 4x POST ui/ MSTC66 FLR-To-FLR HaD-DOWN [p] 4x POST ui/ MSTC78 FLR-To-FLR HOLD-DOWN | E 4x POST ui/ CMSTI4 FLR-To-FLR HaD-DOWN (34' END LENGTH « f33; I6d TO EA POST; f j 4x POST ui/ O1STI2 FLR-To-FLR HaD-DOWN (45" END LENGTH 4 (43; I6d TO EA POST; [G] 4x POST iu/ STHD6 HaD-DOWN JIT] 4x POST iu/ STHDIO HaD-DOWN [T] 4x POST tu/ STHDI4 HaD-DOWN fiT] 4x POST u>/ PHD2 ON SSTBI6 A 8 [T] 4x POST IU/PHD50N SSTB24 AB [rT| 4x POST ui/ PHD6 ON SSTB2& AB [F] 4x POST iu/ HDQ60N SSTB2& AB |T| 4x POST iu/ HHDQII PER DETAIL _/SD-« fR~| 4x POST iu/ HHDOJ4 PER DETAIL _/SD-_ T]; I ••-•"•"• ••• - - - •- - NOTES i; HaD DOWN ANCHORS MUST BE TIED IN PLACE PRIOR TO FOUNDATION INSPECTION 2; DEEPEN FOOTINGS TO PROVIDE 3' MIN CONCRETE COVER WHERE HaD DOWN ANCHORS ARE LONGER THAN THE FTG DEPTH 3; USE CRj; OPTION ON STHD HOLD-DOWNS FOR RAISED WOOD SUB-FLOOR CONDITION REV APR 2005 JOB. MIKE SURPRENANT & ASSOCIATES Consulting Structural Engineers SHEET NO . CALCULATED BY- CHECKED BY SCALE OF DATE, DATE. SIMPSON STRONGWALL 2002 LA)SWfcx1-4HD SWI6X&-4HD SUC2x1-4 SW22x8-4 SIU24x8 SUB2x8 SUC4x9 6lU32x9 SUJ48x9 SUC4xl0 SW32xl(Z> SUJ24xl2x6 SUB2xl2xfe SU»46xl2x6 SIMPSON STRONSUJALL FOOTNOTES (APPLY TO ALL; ( © ?) ICBO»PFC-548$ FOR SNfiLE FOUR APPLICATIONS, USE S6TB28 H*XDC«IN ANCH^ FORHUO-POUR APPLICATIONS, USE 86TB34 H0LDOIN ANCHOR BCXTS A» 5/8' x 16' 01NJ MUDSILL ANCHORS FOR EXTERIOR APPLICATIONS. USE 18UT TYPE TEMPLATES FOR MTERfOR APPLICATIONS, USE 'Slim1 TYPE TEMPLATES FOR PANEL FCWI APPLICATIONS, USE 'SWIPF TYPE TEMPLATES USE ALL PROVIDED HARDWARE FOR ANCHORASE TO FOUNDATION. USE PROVIDED SCRSUS AND SHMflF PROVIDED; FOR CONNECTION TO DBU TOP PLATE FOR OARAGE PORTALS, CO»*eCT 4XB ffllNJ HEADER AT TOP OF IU4LL lUTH PROVIDED SCREWS, PROVIDED tlSr STRAP WITH (V)Vd COMMONS, AND PANEL EXTENSION WITH I0d COMMONS • 3* o/c.^VERTJ 4 4' o/e.rHORIU NO HOLES, NOTCHES.CUTS, OR OTHER MODFICATICNS SHALL BE MADE TO THE STRONSUIALL N ANY CASE EXCEPT AS PERHT1ED BY SIMPSON STR0NS-TIE, NC. AND CBO REPORT -RF DENOTES RAISED FLOOR OPTION OF STRONflWALL PLEASE MAKE NOTE OF THIS WHEN CRDERNS MATERIALS PRODUCT207 MIKESURPRENANT & ASSOCIATES Consulting Structural Engineers JOB. SHEET NO . CALCULATED BY_ CHECKED BY SCALE DATE. DATE. SPREAD FOOTING SCHEDULE SYMBOL <8> <6> <6> <S> <8> SIZE AND REINFORCEMENT 24' 30' 36' 42' 4&" SQUARE SQUARE SQUARE SQUARE SQUARE X X X It1 ft ' It ' x/8 ' X 10 V DEEP DEEP DEEP DEEP DEEP W/ W/ W/ W/ W/ W (3) W (5) W « » « 8 # 4 4 4 4 4 EACH EACH EACH EACH EACH WAT WAT WAT WAT WAT TITLE 24 REPORT Title 24 Report for: Second Dwelling Unit 1619 Tamarack Ave. Carlsbad, Ca Project Designer: Wright Design 2911 State St. Carlsbad, Ca Report Prepared By: Michael Dell DELL CO. 1629 York Drive Vista, CA 92084 (760) 940-0064 Job Number: r6-25e Date: 6/27/2005 The EnergyPro computer program has been used to perform the calculations summarized in this compliance report This program has approval and is authorized by the California Energy Commission for use with both the Residential and Nonresldential 2001 Building Energy Efficiency Standards This program developed by EnergySoft, LLC (415) 897-6400 EnergyPro 31 By EnergySoft Job Number r6-25e User Number 1712 CJbos &,31 4 •"* £ >Q ITc