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Home My WebLink About1014 DAISY CT; ; CB012466; Permit10-10-2001 Job Address Permit Type Parcel No Valuation Occupancy Group # Dwelling Units Bedrooms Project Title Applicant MCAULEY RES City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 Residential Permit Permit No CB012466 Building Inspection Request Line (760) 602-2725 1014DAISYCTCBAD RESDNTL 2144100800 $19,57000 0 0 Sub Type Lot# Construction Type Reference # Structure Type Bathrooms RAD 0 NEW ANDREWS RESIDENCE 190 SF STUDY ADDITION Status Applied Entered By Plan Approved Issued Inspect Area Orig PC# Plan Check* ISSUED 07/23/2001 MDP 10/09/2001 10/10/2001 BUILDERS 10399 LILAC RIDGE ESCONDIDO CA 92026 760751-1303 Owner ANDREWS NICOLE 1014 DAISY CT CARLSBAD CA 92009 1731 10/10/01 0002 01 02 CGP 251-65 Total Fees $366 50 Total Payments To Date $114 85 Balance Due $251 65 Building Permit Add'l Building Permit Fee Plan Check Add'l Plan Check Fee Plan Check Discount Strong Motion Fee Park in Lieu Fee Park Fee LFM Fee Bridge Fee Other Bridge Fee BTD #2 Fee BTD #3 Fee Renewal Fee Add'l Renewal Fee Other Building Fee Pot Water Con Fee Meter Size Add'l Pot Water Con Fee Reel Water Con Fee $17669 Meter Size $0 00 Add'l Reel Water Con Fee $11485 Meter Fee $0 00 SDCWA Fee $0 00 CFD Payoff Fee $1 96 PFF $0 00 PFF (CFD Fund) $0 00 License Tax $0 00 License Tax (CFD Fund) $0 00 Traffic Impact Fee $0 00 Traffic Impact (CFD Fund) $0 00 Sidewalk Fee $0 00 PLUMBING TOTAL $0 00 ELECTRICAL TOTAL $0 00 MECHANICAL TOTAL $0 00 Housing Impact Fee $0 00 Housing InLieu Fee Master Drainage Fee $0 00 Sewer Fee $0 00 Additional Fees TOTAL PERMIT FEES $000 $000 $000 $000 $000 $000 $000 $000 $000 $000 $000 $2700 $2000 $2600 $000 $000 $000 $000 $000 $366 50 PERMIT APPLICATION CITY OF CARLSBAD BUILDING DEPARTMENT •\635 Faraday Ave , Carlsbad, CA 92008 FORMA-er FOR OFFICE USE ONLY Q \ - T-M b *°PLAN CHECK NO EST VAL Plan Ck Deposit Validated By. Date //£/* ^ Address (include Bldg/Suite #)Business Name (at thi 07/23/01 0002 01 02 Lot No -O&OQ Subdivision Name/Number Unit No Phase # of Existing Use 4#of Siories ^ Proposed Use Description of Work SQ FT 2.i ^CONTACT PERSON (if different from applicant) ....... :,, # of Bedrooms # of Bathrooms Name Address 3 APPLICANTv Q Contractor Q Aqent for Contractor ":°" D Owner State/Zip Telephone .Fax # State/Zip Telephone tt Address City State/Zip Telephone #Name 5 '..CONTRACTOR COMPANY NAME' ::. -Ci " - ' '""""... •' ••••'•<•' "•••:,• JI!H (Sec 7031 5 Business and Professions Code Any City or County which requires a permit to construct alter improve demolish or repair any structure prior to its issuance also requires the applicant for such permit to file a signed statement that he is licensed pursuant to the provisions of the Contractor s License Law (Chapter 9 commending with Section 7000 of Division 3 of the Business and Professions Codel 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 hundredjiollars [$5001) toVlT Name State License # \£\[C?l~fas~ Address License Class \y ~~ 1 City State/Zip City Business License # Cf^\ i Telephone # i •^AH^ ' J ' ' Designer Name State License # Address City State/Zip Telephone 6 SWORKERS COMPENSATION • ^RFF " -• 9 /' . .. : '-IE ;' Workers Compensation Declaration I hereby affirm under penalty of perjury one of the following declarations f~| 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 f~l 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) "VjJ 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 ($1007000) in addition to the cost of compensation damages as provided for in Section 3706 of the Labor code interest and attorney s fees SIGNATURE ~^3^l&JLJtJl-Jt-4 DATE ~~l—'}s3 ~T)f 7 OWNER BUILDER DECLARATION 1 ~ '- i / I N ' I hereby affirm that I am exempt from the Contractor s License Law for the following reason Q I as owner of the property or my employees with wages as their sole compensation will do the work and the structure is not intended or offered for sale (Sec 7044 Business and Professions Code The Contractor s License Law does not apply to an owner of property who builds or improves thereon and who does such work himself or through his own employees provided that such improvements are not intended or offered for sale If however the building or improvement is sold within one year of completion the owner builder will have the burden of proving that he did not build or improve for the purpose of sale) |~| 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) |~| 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 d|NO 2 I (have / have not) signed an application for a building permit for the proposed work 3 I have contracted with the following person (firm) to provide the proposed construction (include name / address / phone number / contractors license number) 4 I plan to provide portions of the work but I have hired the following person to coordinate supervise and provide the major work (include name / address / phone number / contractors license number) ____^ 5 I will provide some of the work but I have contracted (hired) the following persons to provide the work indicated (include name / address / phone number / type of work) PROPERTY OWNER SIGNATURE DATE COMPLETEiTHIS:SECTION FOR NONRESIDENTIAL BUILDING PERMITS ONLY i." ::..*- is 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? l~l YES l~l NO Is trie applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district7 l~l YES fJ NO Is the facility to be constructed within 1 000 feet of the outer boundary of a school site? l~l YES l~l 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 81: CONSTRUCTION LENDING AGENCY ,, iis 4 :! 'U s I hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued (Sec 3097(i) Civil Code) LENDER S NAME f*~J0 l^\£- LENDER S ADDRESS 9 „ APPLICANT CERTIFICATION' ' "" ., ....»,, ...4... -J-V-' ' '"' .... ---' _ ,.,%,::,: ,;.;;, ,»». i' I certify that I have read the application and state that the above information is correct and that the information on the plans is accurate I agree to comply with all City ordinances and State laws relating to building construction I hereby authorize representatives of the City of Carlsbad to enter upon the above mentioned property for inspection purposes I ALSO AGREE TO SAVE INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES JUDGMENTS COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT OSHA An OSHA permit is required for excavations over 5 0" deep and demolition or construction of structures over 3 stories in height EXPIRATION Every permit issued by the building Official under the provisions of this Code shall expire by limitation and become null and void if the building or work authorized by such permit is 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 commenced for a period of 180 days (Section 106 4 4 Uniform Building Code) APPLICANT S SIGNATURE DATE WHITE File YELLOW Applicant PINK Finance City of Carlsbad Bldg Inspection Request For 05/24/2002 PermiW CB012466 Title ANDREWS RESIDENCE Description 190 SF STUDY ADDITION Inspector Assignment RGB Type RESDNTL Sub Type RAD Job Address 1014 DAISY CT Suite Lot 0 Location APPLICANT MCAULEYRES BUILDERS Owner ANDREWS NICOLE Remarks AM PLEASE Phone 7607511303 Inspector Total Time CD Description 19 Final Structural 29 Final Plumbing 39 Final Electrical 49 Final Mechanical Requested By BOB Entered By CHRISTINE Act Comments Associated PCRs Inspection History Date Description 12/18/2001 17 Interior Lath/Drywall 12/18/2001 18 Exterior Lath/Drywall 12/13/2001 16 Insulation 12/07/2001 13 Shear Panels/HDs 12/07/2001 14 Frame/Steel/Bolting/Welding 12/07/2001 23 Gas/Test/Repairs 12/07/2001 34 Rough Electric 11/01/2001 15 Roof/Reroof 10/16/2001 11 Ftg/Foundation/Piers 10/12/2001 11 Ftg/Foundation/Piers Act AP AP AP AP AP AP AP AP AP CA Insp RC RC RC RC RC RC RC RC RC JC Comments OK TO OK TO OK TO DRYWALL COVER POUR EsGil Corporation In Ta.rtnersfi.ip With (government far 'SuiCding Safety DATE October 3, 2OO1 a lAEgLJCANT JURISDICTION Carlsbad a PLAN REVIEWER a FILE PLAN CHECK NO 01-2466 SET III PROJECT ADDRESS 1014 Daisy Ct PROJECT NAME Room Addition - SFD Nicole J Andrews/Donna DeJuhen I The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes X] The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck The check list transmitted herewith is for your information The plans are being held at Esgil Corporation until corrected plans are submitted for recheck I I The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person The applicant's copy of the check list has been sent to X] Esgil Corporation staff did not advise the applicant that the plan check has been completed Esgil Corporation staff did advise the applicant that the plan check has been completed ^contacted Telephone # (by ) Fax # ne Fax In Person REMARKS The City shall place their "soils notice" stamp on the plans iiela Enclosures forporation MB D EJ D PC LOG trnsmtldot 9320 Chesapeake Drive, Suite 208 4 San Diego, California 92123 + (858)560-1468 + Fax (858) 560-1576 EsGil Corporation In Partners/lip witfi. government for Quitting Safety DATE September 11, 2OO1 a APPLJCANT JURISDICTION Carlsbad a PLAN REVIEWER a FILE PLAN CHECK NO 01-2466 SET II PROJECT ADDRESS 1014 Daisy Ct. PROJECT NAME Room addition - SFD Nicole J. Andrews/ Donna DeJulien The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes I I The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff 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 I | The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person The applicant's copy of the check list has been sent to Lance McAuley 5256 S Mission Rd , # 302, Bonsall, CA 92003 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 Lance McAuley C^-^) Telephone # (760) 731-0188 Date conta'ctoafo-'*•-*' (by fc**.) Fax # same Mail" Telephone^ Fax^ In Person REMARKS By Sergio Azuela Enclosures Esgil Corporation D GA D MB D EJ D PC 9/4 trnsmtldot 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 4> (858)560-1468 + Fax (858) 560-1576 Carlsbad 01-2466 I September 11, 2001 RECHECK PLAN CORRECTION LIST JURISDICTION Carlsbad PROJECT ADDRESS 1014 Daisy Ct. DATE PLAN RECEIVED BY ESGIL CORPORATION 9/4 REVIEWED BY Sergio Azuela PLAN CHECK NO 01-2466 SET I DATE RECHECK COMPLETED September 11, 2001 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 disabled access This plan review is based on regulations enforced by the Building Department You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department or other departments 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 10643, 1997 Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law A 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, 1635 Faraday Ave , Carlsbad, CA 92008, (760) 602-2700 The City will route the plans to EsGil Corporation and the Carlsbad Planning, Engineering and Fire Departments 2 Bring one corrected set of plans and calculations/reports to EsGil Corporation, 9320 Chesapeake Drive, Suite 208, San Diego, CA 92123, (858) 560-1468 Deliver all remaining sets of plans and calculations/reports directly to the City of Carlsbad Building Department for routing to their Planning, Engineering and Fire Departments NOTE Plans that are submitted directly to EsGil Corporation only will not be reviewed by the City Planning, Engineering and Fire Departments until review by EsGil Corporation is complete B To facilitate recheckmg, please identify, next to each item, the sheet of the plans upon which each correction on this sheet has been made and return this sheet with the revised plans C The following items have not been resolved from the previous plan reviews The original correction number has been given for your reference In case you did not keep a copy of the prior correction list, we have enclosed those pages containing the outstanding corrections Please contact me if you have any questions regarding these items D 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 on the plans Have changes been made not resulting from this list? UYes UNo Carlsbad 01-2466 I September 11, 2OO1 2 Window area must be at least 1/10 of the floor area and a minimum of 10 square feet per Section 12033 a) Clearly show it on plans for the rooms adjacent to the new proposed addition i) The floor plan shall clearly include all adjacent rooms and all applicable dimensions 3 Openable window area in habitable rooms must be 1/20 of the floor area and a minimum of 5 square feet In bathrooms and water closet compartments, 1/20 of area is required and minimum is 1 5 sq ft Section 1203 3 a) Clearly show it on plans for the rooms adjacent to the new proposed addition i) The floor plan shall clearly include all adjacent rooms and all applicable dimensions 10 The window schedule shall clearly describe the required U-factor and solar heat gam coefficient (SHGC) values and demonstrate compliance with the Title 24 energy calculations a) We are attaching a copy of the energy calculations provided with the first submittal For your convenience 11 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 a) We are attaching a copy of the energy calculations provided with the first submittal For your convenience 12 All sheets of the latest CF-1 R form must be imprinted onto the plans (sheets 1 of 3, 2 of 3 and 3 of 3 must be included) a) We are attaching a copy of the energy calculations provided with the first submittal For your convenience 13 Specify on the building plans all of the mandatory energy conservation requirements as listed on the enclosure titled, "Mandatory Measures Checklist" a) We are attaching a copy of the energy calculations provided with the first submittal For your convenience 16 The City shall place their "soils notice" stamp on the plans a) This correction does not require any action from the applicant If you have any questions regarding these plan review items, please contact Sergio Azuela at Esgil Corporation EsGil Corporation In ^Partnership vfitH government for Quitting Safety DATE August 3, 2001 D APPLICANT JURISDICTION Carlsbad a PLAN REVIEWER a FILE PLAN CHECK NO 01-2466 SET I PROJECT ADDRESS 1014 Daisy Ct. PROJECT NAME Room addition - SFD Nicole J Andrews/Donna DeJuhen 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 XI The check list transmitted herewith is for your information The plans are being held at Esgil Corporation until corrected plans are submitted for recheck I | The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person The applicant's copy of the check list has been sent to Lawce McAuley Bonsall, CA Esgil Corporation staff did not advise the applicant that the plan check has been completed XI Esgil Corporation staff did advise the applicant that the plan check has been completed Person contacted Lawce McAuley (i/.Af.) Telephone # (760) 731-0188 a-H"*-vv- Y**-*' 0Date coDteGtedr &'$+> (by IV-) Fax # "Sa^r^ Mail ^ Telephones Fax • In Person IXI REMARKS Mailing address for the contact person was incomplete By Sergio Azuela Enclosures Esgil Corporation D GA D MB D EJ D PC 7/24 trnsmtldot 9320 Chesapeake Drive, Suite 208 * San Diego, California 92123 * (858)560-1468 + Fax (858) 560-1576 Carlsbad 01-2466 August 3, 2001 GENERAL PLAN CORRECTION LIST JURISDICTION Carlsbad PROJECT ADDRESS 1014 Daisy Ct DATE PLAN RECEIVED BY ESGIL CORPORATION 7/24 REVIEWED BY Sergio Azuela PLAN CHECK NO 01-2466 DATE REVIEW COMPLETED August 3, 2001 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 disabled access This plan review is based on regulations enforced by the Building Department You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department or other departments 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 10643, 1997 Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law • 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, 1635 Faraday Ave , Carlsbad, CA 92008, (760) 602-2700 The City will route the plans to EsGil Corporation and the Carlsbad Planning, Engineering and Fire Departments 2 Bring one corrected set of plans and calculations/reports to EsGil Corporation, 9320 Chesapeake Drive, Suite 208, San Diego, CA 92123, (858) 560-1468 Deliver all remaining sets of plans and calculations/reports directly to the City of Carlsbad Building Department for routing to their Planning, Engineering and Fire Departments NOTE Plans that are submitted directly to EsGil Corporation only will not be reviewed by the City Planning, Engineering and Fire Departments until review by EsGil Corporation is complete • To facilitate recheckmg, please identify, next to each item, the sheet of the plans upon which each correction on this sheet has been made and return this sheet with the revised plans • 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 on the plans Have changes been made not resulting from this list? Yes a No Carlsbad 01-2466 August 3, 2001 1 Plans, specifications and calculations shall be signed and sealed by the California state licensed engineer or architect responsible for their preparation, for plans deviating from conventional wood frame construction Specify expiration date of license (California Business and Professions Code) a) Structural plans shall be signed by the licensed engineer in the State of California responsible for the preparation of the structural calculations 2 Window area must be at least 1/10 of the floor area and a minimum of 10 square feet per Section 12033 a) Clearly show it on plans for the rooms adjacent to the new proposed addition 3 Openable window area in habitable rooms must be 1/20 of the floor area and a minimum of 5 square feet In bathrooms and water closet compartments, 1/20 of area is required and minimum is 1 5 sq ft Section 1203 3 a) Clearly show it on plans for the rooms adjacent to the new proposed addition 5 Specify on the plans the following information for the roof materials, per Section 106 3 3 a) Manufacturer's name b) Product name/number c) ICBO approval number, or equal 6 Per local ordinance, a Class "A" roof is required 7 Note on plans that surface water will dram away from building and show drainage pattern Section 1804 7 8 The following anchor bolt requirements shall apply in Seismic Zones 3 and 4, per Section 180661 a) The minimum nominal anchor bolt diameter shall be 5/8-mch (for Seismic Zone 4 only) Note This will require a minimum distance from the ends of sill plates to be 4-3/8" (and a maximum of 12") * Revise foundation note number 3 to remove the specifications for Yz 0, since they are not allowed in seismic zone 4 9 Specify all header sizes for openings over 4' wide Section 2320 11 6 a) Please include the headers for the windows at the new proposed Library 10 The window schedule shall clearly describe the required U-factor and solar heat gam coefficient (SHGC) values and demonstrate compliance with the Title 24 energy calculations 11 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 Carlsbad 01-2466 August 3, 2001 12 All sheets of the latest CF-1R form must be imprinted onto the plans (sheets 1 of 3, 2 of 3 and 3 of 3 must be included) 13 Specify on the building plans all of the mandatory energy conservation requirements as listed on the enclosure titled, "Mandatory Measures Checklist" 14 Note on the plans "The manufactured windows shall have a label attached certified by the National Fenestration Rating Council (NFRC) and showing compliance with the energy calculations" 15 Provide positive connection between the new proposed addition and the existing construction at the framing and at the foundation 16 The City shall place their "soils notice" stamp on the plans a) This correction does not require any action from the applicant 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 Sergio Azuela at Esgil Corporation Thank you Carlsbad 01-2466 August 3, 20O1 VALUATION AND PLAN CHECK FEE JURISDICTION Carlsbad PREPARED BY Sergio Azuela BUILDING ADDRESS 1014 Daisy Ct BUILDING OCCUPANCY R-3 PLAN CHECK NO 01-2466 DATE Augusta, 2001 Room Addition Nicole J Andrews TYPE OF CONSTRUCTION V-N BUILDING PORTION Dwelling Add Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code 1994 UBC Buildma Permit F AREA (Sq Ft) 190 cb ee v Valuation Multiplier 3y Ordinance Reg Mod VALUE ($) 19,570 19,570 $176 69 1994 UBC Plan Check Fee Type of Review d Repetitive Fee Repeats Complete Review D Other ,—I Hourly Structural Only Hour Esgil Plan Review Fee $11485 $9895 Comments Sheet 1 of 1 macvalue doc BUILDING PLANCHECK CHECKLIST DATE BUILDING XDDRE'SS PROJECT DESCRIPTION ASSESSOR'S PARCEL NUMBER EST VALUE ft.STO 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 A Right-of-Way permit is required prior to construction of the following improvements DENIAL 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 USE ONLY ENGINEERING AUTHORIZATION TO ISSUE BUILDING PERMIT Date hcation Application Dedication Checklist Improvement Application Improvement Checklist Future Improvement Agreement Grading Permit Application Grading Submittal Checklist Right-of-Way Permit Application Right-of-Way Permit Submittal Checklist and Information Sheet Sewer Fee Information Sheet ENGINEERING DEPT CONTACT PERSON Name JOANNE JUCHNIEWICZ City of Carlsbad Address 1635 Faraday Avenue, Carlsbad CA 92008 Phone (760) 602-2775 CFD INFORMATION Parcel Map No __ Lots Recordation Carlsbad Tract A-4 H \WORD\DOCSVCHKLST\BuiUing Plancheck Cklsl Forni (Generic) doc 3RD BUILDING PLANCHECK CHECKLIST SITE PLAN fj rj 1 Provide a fully dimensioned site plan drawn to scale Show A North Arrow B Existing & Proposed Structures C Existing Street Improvements D Property Lines E Easements 2 Show on site plan Right-of-Way Width & Adjacent Streets Driveway widths Existing or proposed sewer lateral Existing or proposed water service 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 " Existing & Proposed Slopes and Topography Size, type, location, alignment of existing or proposed sewer and water service (s) that serves the project Each unit requires a separate service, however, second dwelling units and apartment complexes are an exception Sewer and water laterals should not be located within proposed driveways, per standards Include on title sheet 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 H \WORO\DOCS\CHKUST\Building Plancheck Cklst Forni (Generic) doc BUILDING PLANCHECK CHECKLIST |ST 2ND 3rd DISCRETIONARY APPROVAL COMPLIANCE II D D 4a Project does not comply with the following Engineering Conditions of approval for Project No CU EH CU 4b All conditions are in compliance Date DEDICATION REQUIREMENTS D D 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 O CU CU 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 H \WORD\DOCS\CHKLST\BuiWina Plancheck Cklst Form (RIDDLE HARVEY 7 12 00) doc ..ST 2ND 3RD BUILDING PLANCHECK CHECKLIST checklist must be submitted in person Applications by mail or fax are not accepted Improvement plans must be approved, appropriate securities posted and fees paid prior to issuance of building permit Improvement Plans signed by Date CD CD IH 6b Construction of the public improvements may be deferred pursuant to Carlsbad Municipal Code Section 18 40 Please submit a recent property title report or current grant deed on the property and processing fee of $310 so we may prepare the necessary 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 D D D 6c Enclosed please find your Future Improvement Agreement Please return agreement signed and notarized to the Engineering Department Future Improvement Agreement completed by Date fj] C3 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 FJ Q 7a Inadequate information available on Site Plan to make a determination on grading requirements Include accurate grading quantities (cut, fill import, export) CU D 7b Grading Permit required A separate grading plan prepared by a registered Civil Engineer must be submitted together with the completed application form attached NOTE The Grading Permit must be issued and rough grading approval obtained prior to issuance of a Building Permit Grading Inspector sign off by Date D D D 7c Graded Pad Certification required (Note Pad certification may be required even if a grading permit is not required) H \WORD\OOCS\CHKLST\Building Plancheck Cklsl Form (Generic 7 14 00) doc 1ST 3RD D D D D D BUILDING PLANCHECK CHECKLIST 7d No Grading Permit required 7e If grading is not required, write "No Grading" on plot plan MISCELLANEOUS PERMITS 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 9 INDUSTRIAL WASTE PERMIT If your facility is located in the City of Carlsbad sewer service area, you need to contact the Carlsbad Municipal Water District, located at 5950 El 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 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 11 Q Required fees are attached Or No fees required WATER METER REVIEW 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 H \WORD\DOCS\CHKLST\BuiUing Planchet* Cklst Form (Generic) doc 1ST 5ND 3RD 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, at the water meter station, the demand in gpm may be listed there Irrigation services are listed with a circled "I", and potable water is typically a circled "W" The irrigation service should look like STA 1+00 Install 2" service ando-,5 meter (estimated 100 gpm) If the improvement plans do not list the irrigation meter and the service/meter will be installed via another instrument such as the building plans or grading plans (w/ a right of way permit of course), then the applicant must provide irrigation calculations for estimated worst-case irrigation demand (largest zone with the farthest reach) Typically, Larry Black has already reviewed this if landscape plans have been prepared, but the applicant must provide the calculations to you for your use Once you have received a good example of irrigation calculations, keep a set for your reference In general the calculations will include • Hydraulic grade line • Elevation at point of connection (POC) • Pressure at POC in pounds per square inch (PSI) • Worse case zone (largest, farthest away from valve • Total Sprinkler heads listed (with gpm use per head) • Include a 10% residual pressure at point of connection In general, all major sloped areas of a subdivision/project are to be irrigated via separate irrigation meters (unless the project is only SFD with no HOA) As long as the project is located within the City recycled water H WORD\DOCS\CHKLST\Building Plancheck Cklst Form (Genenc) doc BUILDING PLANCHECK CHECKLIST j ST 2ND 3RD service boundary, the City intends on switching these irrigation services/meters to a new recycled water line in the future Q Q 12c Irrigation Use (where recycled water is available) 1 Recycled water meters are sized the same as the irrigation meter above 2 If a project fronts a street with recycled water, then they should be connecting to this line to irrigate slopes within the development For subdivisions, this should have been identified, and implemented on the improvement plans Installing recycled water meters is a benefit for the applicant since they are exempt from paying the San Diego County Water Capacity fees However, if they front a street which the recycled water is there, but is not live (sometimes they are charged with potable water until recycled water is available), then the applicant must pay the San Diego Water Capacity Charge If within three years, the recycled water line is charged with recycled water by CMWD, then the applicant can apply for a refund to the San Diego County Water Authority (SDCWA) for a refund However, let the applicant know that we cannot guarantee the refund, and they must deal with the SDCWA for this D CD 13 Additional Comments H \WORD\DOCSVCHKLSJnBuikJing Plancheck Cklst Form (Generic) doc I vs. <U 0) PLANNING DEPARTMENT BUILDING PLAN CHECK REVIEW CHECKLIST Plan Check No CB Planner APN Address (Oil Phone (760) 602- Type of Project & Use Zoning A- / General Plan Net Project Density Facilities Management Zone DU/AC CFD fm/niitl # Circle One _Date of participation Remaining net dev acres (For non-residential development Type of land used created by this permit ) Legend Item Complete Environmental Review Required DATE OF COMPLETION YES Item Incomplete - Needs your action NO \X TYPE Compliance with conditions of approval7 If not, state conditions which require action Conditions of Approval Discretionary Action Required APPROVAL/RESO NO PROJECT NO YES NO TYPE DATE OTHER RELATED CASES Compliance with conditions or approval7 If not, state conditions which require action Conditions of Approval Coastal Zone Assessment/Compliance Project site located in Coastal Zone7 YES \s NO CA Coastal Commission Authority? YES 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 completed7 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 H \ADMIN\COUNTER\BldgPlnchkRevChklst r^r ^*fy i y/ i U L yi OK TO Inclusionary Housing Fee required YES (Effective date of Inclusionary Housing Ordinance May 21 Data Entry Completed? YES NO (A/P/Ds Activity Maintenance enter CB# toolbar Screens Site Plan 1 Provide a fully dimensional site pic property lines, easements, existing street improvements, right-of-way topographical lines (including all side J LJ 2 Provide legal description of property Zoning I I 1 Setbacks Front Required Interior Side Required Street Gid'e Required Rear Required Top of slope Required in 2 Accessory structure setbacks Frorvt Required Interior Side Required Street ^de Required Rear \ Required Structure separation Required J | I 3 Lot Coverage Required j_ II I 4 Height Required ?) I I 5 Parking Spaces Required NO >/ 1993) Housing Fees Construct Housing Y/N Enter Fee UPDATE1) m drawn to scale Show North arrow, and proposed structures, streets, existing width, dimensional setbacks and existing and rear yard slopes) and assessor's parcel number c*Q Shown 5-O 6> Shown (0 ^, Shown ^EzL (c?^ Shown > /cX- l&\ Shown Shown Shown Shown Shown Shown U/f) Shown ^ ^/<9/0 Or- Shown <C S/Ofi- rX. Shown c^ — (breakdown by uses for commercial and industrial projects required) Residential Guest Spaces Required Shown Additional Comments ISSUE AND ENTERED APPROVAL INTO COMPUTER ^\ DATE 1 /QS~ m 1 H \ADMIN\COUNTER\BldgPlnchkRevChklst TITLE 24 REPORT Title 24 Report for: Nicole J Andrews & Donna De Julien Residence 1014 Daisy Court Carlsbad, CA 92009 Project Designer: McAuley Design & Construction Inc 5256 South Mission Road #302 Bonsall, CA 92003 760-731-0188 Report Prepared By: Salah Salahi American Sheet Metal 531 S Hughes Fresno, CA 93706 (559) 486-5960 Job Number: Date: 6/25/01 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 Nonresidential 2001 Building Energy Efficiency Standards This program developed by Gabel Dodd/EnergySoft, LLC (415) 883-5900 EnergyPro 3 0 By EnergySoft Job Number 0> 40 £ Minarets, Suite 10 Pmedak, CA 93650 Lehman's Engineering David J. Lehman, P.E. Civil Engineer Governing Code Seismic Force Phone/Fax (559)435-8232 Structural Calculations Design Specifications 1998 CBC Design Wind Force Enforcement Agency Allowable Stresses Allowable Soil Bearing Pressure Allowable Passive Soil Bearing Pressure Compressive Strength of Concrete at 28 Days Rebar Specification Wood Specification 1-7,4 •2.0 GO PSF Grade 40 Douglas Fir, See CBC Chapter 23 Concrete Masonary Unit fm= ISOOpsi , 4 * v , 10 = Redundancy and Reliability Calculation E = p Eh + Ev Use Allowable Stress Design, therefore, Ev = 0 Total Area Under Roof AB =190 SF Total Story Shear SS = 950 Ibs V 10 rss _fi429>ip.rmax — LU250j*> ,0839/r^ Redundancy and Reliability Calculation E = p Ejj + Ev Use Allowable Stress Design, therefore, Ev = 0 Total Area Under Roof AB = 190 SF Total Story Shear SS = 950 Ibs V = 950 R, L =9 v 1Q L~SS rmax=llll _ 20pss _|2- David J Lehman, P E Civil Engineer 40 E Minarets, Suite 10, Pmedale, CA 93650 Phone/Fax (559)435 8232 June 25, 2001 Shear Wall PI Wind Load = 525 # Seismic = 475 # Resist with = 3 5 Ft of Shearwall Wall Shear = 525 / 3 5 = 150 plf Uplift Gross OTM (WL) = 3 5' ( 150 ) 7' = 3675 ft Ibs Gross OTM (Seismic) = 3 51 ( 136 ) 7' = 3332 ft Ibs D L Wall = 3 5'(7') 15 psf = 368 # R M = 368 # (3 5' / 2) = 644 ft Ibs Uplift (Wind Load) = [ 3675 (2/3) 644 ] / 3 5' + 0 = 927 # Uplift (Seismic Load) = [ 3332 (85) 644 ] / 3 5' + 0 = 796 # Spacing of 1/2 in A B 's at 2x sill plate 480 (1 2)(4/3)12/150 = 61 in o/c PiUse 3/8 in CDX Plywood w/ 8d common nails at 6 in o/c at edges and 12 in o/c mt field (G F 260 plf) Simpson STHD10 holddown strap (or approved equal) w/ 28 16d sinker nails to double 2x studs at each end of shear wall Standard wall footing to have 1 #4 Rebar at 3 in from top of footing and 1 #4 Rebar at 3 in from bottom of footing Ain (p A B 's at 2x sill plate with 2 x 2 x 3/16 plate washers at 61 inches o/c David J Lehman, P E Civil Engineer 40 E Minarets, Suite 10, Pmedale, CA 93650 Phone/Fax (559)435 8232 June 25, 2001 Shear Wall P2 Wind Load = 525 # Seismic = 475 # Resist with 2 + 2 = 4 Ft of Shearwall Wall Shear = 525 / 4 = 131 plf Uplift Gross OTM (WL) = 2' ( 131 ) 2 51 = 655 ft Ibs Gross OTM (Seismic) = 2' ( 119 ) 2 5' = 595 ft Ibs D L Wall = 2'(2 5') 15 psf = 75 # R M = 75 #(2' /2)= 75 ft Ibs Uplift (Wind Load) = [ 655 (2/3) 75 ] / 2' + 0 = 302 # Uplift (Seismic Load) = [ 595 ( 85) 75 ] / 2' + 0 = 266 # Spacing of 1/2 in A B 's at 2x sill plate 480 (1 2)(4/3)12/131 = 70 in o/c Use 3/8 in CDX Plywood w/ 8d common nails at 6 in o/c at edges and 12 in o/c mt field (G F 260 plf) No Holddown Required Standard wall footing to have 1 #4 Rebar at 3 in from top of footing and 1 #4 Rebar at 3 in from bottom of footing m (1) A B 's at 2x sill plate with 2 x 2 x 3/16 plate washers at 70 inches o/c David J Lehman, P E Civil Engineer 40 E Minarets, Suite 10, Pmedale, CA 93650 Phone/Fax (559)435 8232 June 25, 2001 Shear Wall P2 •PMOEL Wind Load = 525 # Seismic = 475 # Resist with = 9 Ft ofShearwall Wall Shear = 525 / 9 = 58 plf Uplift Gross OTM (WL) = 91 ( 58 ) 5 5' = 2871 ft Ibs Gross OTM (Seismic) = 91 ( 53 ) 5 5' = 2624 ft Ibs D L Wall = 9'(5 5') 15 psf = 742 # R M = 742 #(9'/2)= 3339 ft Ibs Uplift (Wind Load) = [ 2871 (2/3) 3339 ] / 9' + 0 = 71 # Uplift (Seismic Load) = [ 2624 ( 85) 3339 ] / 9' + 0 = 24 # Spacing of 1/2 in A B's at 2x sill plate 480 (1 2)(4/3) 12/58 = 72 in o/c Use 3/8 in CDX Plywood w/ 8d common nails at 6 in o/c at edges and 12 in o/c mt field (G F 260 plf) No Holddown Required Standard wall footing to have 1 #4 Rebar at 3 in from top of footing and 1 #4 Rebar at 3 in from bottom of footing A B 's at 2x sill plate with 2 x 2 x 3/16 plate washers at 72 inches o/c David J Lehman, P E Civil Engineer 40 E Minarets, Suite 10, Pmedale, CA 93650 Phone/Fax (559)435 8232 June 25, 2001 Shear Wall P3 Wind Load = 1827 # Seismic = 950 # Resist with = 9 Ft ofShearwall Wall Shear = 1827 / 9 = 203 plf Uplift Gross OTM (WL) = 9' ( 203 ) 91 = 16443 ft Ibs Gross OTM (Seismic) = 9' ( 106 ) 9' = 8586 ft Ibs D L Wall = 9'(9') 15 psf = 1215 # RM = 1215 #(9'/2) = 5468 ft Ibs Uplift (Wind Load) = [ 16443 (2/3) 5468 ] / 9' + 0 = 1422 # Uplift (Seismic Load) = [ 8586 ( 85) 5468 ] / 9' + 0 = 438 # Spacing of 1/2 in A B 's at 2x sill plate 480 (1 2X4/3)12/203 = 45 in o/c pB Use 3/8 in CDX Plywood w/ 8d common nails at 6 in o/c at edges and 12 in o/c mt field (G F 260 plf) Simpson STHD10 holddown strap (or approved equal) w/ 28 16d sinker nails to double 2x studs at each end of shear wall Standard wall footing to have 1 #4 Rebar at 3 in from top of footing and 1 #4 Rebar at 3 in from bottom of footing <|) A B 's at 2x sill plate with 2 x 2 x 3/16 plate washers at 45 inches o/c David J Lehman, P E Civil Engineer 40 E Minarets, Suite 10, Pmedale, CA 93650 Phone/Fax (559)435 8232 June 25, 2001 Shear Wall P3 Wind Load = 1827 # Seismic = 950 # Resist with = 9 Ft ofShearwall Wall Shear = 1827 / 9 = 203 plf Uplift Gross OTM (WL) = 9' ( 203 ) 91 = 16443 ft Ibs Gross OTM (Seismic) = 91 ( 106 ) 9' = 8586 ft Ibs D L Wall = 9'(9') 15 psf = 1215 # RM = 1215 #(9'/2)= 5468 ft Ibs Uplift (Wind Load) = [ 16443 (2/3) 5468 ] / 9' + 0 = 1422 # Uplift (Seismic Load) = [ 8586 ( 85) 5468 ] / 9' + 0 = 438 # Spacing of 1/2 in A B 's at 2x sill plate 480 (1 2X4/3)12/203 = 45 in o/c Use 3/8 in CDX Plywood w/ 8d common nails at 6 in o/c at edges and 12 in o/c mt field (G F 260 plf) Simpson STHD10 holddown strap (or approved equal) w/ 28 16d sinker nails to double 2x studs at each end of shear wall Standard wall footing to have 1 #4 Rebar at 3 in from top of footing and 1 #4 Rebar at 3 in from bottom of footing (j) A B 's at 2x sill plate with 2 x 2 x 3/16 plate washers at 45 inches o/c Diaphragm Notes 1) Sheets used in the construction of diaphragms and shear walls shall be not less than 4' x 8' in size. 2) Minimum size of sheets at boundaries and changes in framing shall be 24" unless blocked Specify location of undersized pieces on framing plan 3) All shear walls require framing members or blocking at all panel edges 4) All shear walls to extend to roof sheathing, unless noted otherwise 5) Holddown straps to be installed over plywood sheathing (except at Tl-11 siding) 6) At roof diaphragm provide 1/8" gap at all panel edges 7) Provide plywood under all California fill framing and provide 22" x 30" opening for access and ventilation (block all edges of opening). 8) Eave vents are not allowed at shear walls where the frieze block is required for shear transfer Diaphragms Roof Diaphragm 1/2" plywood, APA 24/0, w/8d common nails at 6" o/c at edges, unblocked, and 12" o/c int field Minimum Floor Diaphragm 3/4" plywood, APA 24/16, glued to joists and w/lOd common nails or 8d deformed shank nails at 6" o/c at edges, blocked or tongue and grooved, and 10" o/c int. field Foundation 1) At all wall footings, place minimum #4 rebar at 3" from top of footing and 3" from bottom of footing 2) Place minimum 2"x2"x3/16" plate washer at all sill bolts 3) Anchor bolts are 1/2" or 5/8" nominal diameter (see shearwall calculations) with 7" minimum embedment. Space not more than 6' apart with nunimum 2 anchor bolts per sill plate piece Anchor bolts to be not more than 12" from end of sill plate or less than 7 bolt diameters from end (3-1/2" for 1/2 bolts and 4-3/8" for 5/8" bolts) Cii a3 u Lil wr 0o •L IU 0 r/-> 3 d t ^i0 *; a\^ o \y d0 3- £/,0 I Jo u- au J li-00 o ' o o =5 J ^ I"-4=c\ J :; ^ •i ! -> ,X *tj 0£ J | „. UJ 4 r\, t -•' j J. (a ^(J5t" IS ^ dr t) 5:-;; isaa ^ •->..UJ^- a4e n X _ _ \l F UJ j 0O .Zl4»l»Z V / £UlSIUo §< «ra ot UJ •>Pec * n ?\ i sSg 3g2 8:S<0- ^HiBN31W93H NIWJ ^^^v^V=« 1 11 11O J« c z ] £0 «w- ' T 1s § H 25H |T u H Q W MS E HH Q U H « Wa s ^W rs u> o "T ffi COT- T- rN (N IN (N r- IN rJ IN m m1 I i I i 1m 03 m ffl ffi ffl«;«;«;•<«;«<H H FI H H Hw w yi w w W Ji W EH W H O PC L I r -PC OR EPC —i^-x POST -PC *?» 4 PC PC - t Hip and Rafter Spans Tile Roof Rafter Size 2x6 DF #2 2x6 DF #2 2x8 DF #2 2x8 DF #2 2x10 DF #2 2xlODF#2 Spacing 16"o/c 24" o/c 16" o/c 24" o/c 16" o/c 24" o/c Maximum Span 12'-9" 10'-5n 16'-3" 13'-3" 19'-11" 16'-3" Hip Size 2x8 DF #2 Double 2x8 DF #2 2x10 DF #2 Double 2x10 DF #2 2xl2DF#2 Double 2x12 DF #2 Maximum Span 10'-9" 13'-6" 12'-3" 15'-4" 13'-6" 16'-11" Comp. Roof Rafter Size 2x6 DF #2 2x6 DF #2 2x8 DF #2 2x8 DF #2 2xlODF#2 2x10 DF #2 Spacing 16" o/c 24" o/c 16" o/c 24" o/c 16" o/c 24" o/c Maximum Span 13-9" 11 '-3" 17'-6" 14'-4" 21'-6" 17'-7" Hip Size 2x8 DF #2 Double 2x8 DF #2 2xlODF#2 Double2xlODF#2 2x12 DF #2 Double2xl2DF#2 Maximum Span ir-r 13'-11" 12'-8" 15'-10" 14'-0" 17'-6" 1 Roof rafters shall have collar ties at 4' o/c unless engineered otherwise 2 Collar ties shall be min 1 x6 with 4-1 Od at each end to rafter 3 Purlins to be same size as rafters, unless engineered otherwise 4 2x6 or larger purlins shall have 2x6 purlin braces at max 6' o/c 5 Purlin, hip, valley, and ndge braces longer than 8' shall be braced at 8' intervals 6 Support point of roof brace shall be counterbraced for lateral support 8 Purlin, hip, valley, and ridge braces cannot slope greater than 45 degrees from the vertical Roof Beamf 97 Uniform Building Code (91 NDS) 1 Ver 5 01 b By David J Lehman, P E , Lehman's Engineering on 06-25-2001 1 09 43 PM Proiect - Location BEAM 'A' Summary *""""~"™"""~ 3 5 IN x 11 25 IN x 14 0 FT / #1 - Douglas Fir-Larch - Dry Use Section Adequate By 144% Controlling Factor Section Modulus/Depth Required 10 52 In DeflectionsDead Load DLD= 0 22 IN Live Load LLD= 015 IN = L/1144 Total Load TLD= 037 IN = L/455 Reactions (Each End) Live Load LL-Rxn= 840 LB Dead Load DL-Rxn= 1272 LB Total Load TL-Rxn= 2112 LB Bearing Length Required (Beam only, Support capacity not checked) BL= 0 97 IN Beam Data Span L= 140 FT Maximum Unbraced Span Lu= 00 FT Pitch Of Roof RP= 6 12 Live Load Deflect Criteria U 240 Total Load Deflect Criteria L/ 240 Non-Snow Live Load Roof Loaded Area RLA= 105 SF Live Load Method Method = One Roof Loadmq Roof Live Load-Side One LL1= 16 PSF Roof Dead Load-Side One DL1= 16 PSF Tributary Width-Side One TW1= 75 FT Roof Live Load-Side Two LL2= 16 PSF Roof Dead Load-Side Two DL2= 15 PSF Tributary Width-Side Two TW2= 00 FT Roof Duration Factor Cd= 125 Wall Load WALL= 38 PLF Beam Self Weiqht BSW= 10 PLF Slope Adjusted Beam Loading Beam Uniform Live Load wL= 120 PLF Beam Uniform Dead Load Adjusted for Rafter Pitch wD_adi= 182 PLF Total Uniform Load wT= 302 PLF Properties For #1- Douglas Fir-Larch Bendinq Stress Fb= 1000 PSI Shear Stress Fv= 95 PSI Modulus of Elasticity E= 1700000 PSI Stress Perpendicular to Gram Fc_perp= 625 PSI Adjusted Properties Fb1 (Tension) Fb'= 1375 PSI Adjustment Factors Cd=1 25 Cf=1 10 Fv1 Fv'= 119 PSI Adiustment Factors Cd=1 25 Design Requirements Controllmq Moment M= 7392 FT-LB 7 0 ft from left support Critical moment created by combining all dead and live loads Maximum Shear V= 2112 LB At support Critical shear created by combining all dead and live loads Comparisons With Required Sections Section Modulus Area Moment of Inertia Sreq= S= Areq= A= lreq= 1= 646 738 267 393 2192 4152 IN3 INS IN2 IN2 IN4 IN4 I I Multi-Loaded Beamf 97 Uniform Building Code (91 NDS) 1 Ver 5 01 b Bv David J Lehman, P E , Lehman's Engineering on 06-25-2001 1 11 29 PM Proiect - Location BEAM 'B' Summary ' <saSa 3 5 IN x 11 25 IN x 10 0 FT / #1 - Douglas Fir-Larch - Dry Use Section Adeguate By 13 3% Controlling Factor Area / Depth Reguired 9 93 In Center Span Deflections Dead Load DLD-Center= Live Load LLD-Center= Total Load TLD-Center= Center Span Left End Reactions (Support A) Live Load LL-Rxn-A= Dead Load DL-Rxn-A= Total Load TL-Rxn-A= Bearing Length Reguired (Beam only Support capacity not checked) BL-A= Center Span Right End Reactions (Support B) Live Load LL-Rxn-B= Dead Load DL-Rxn-B= Total Load TL-Rxn-B= Bearing Length Required (Beam only, Support capacity not checked) BL-B= Beam Data Center Span Length L2= Center Span Unbraced Length-Top of Beam Lu2-Top= Center Span Unbraced Length-Bottom of Beam Lu2-Bottom= Live Load Duration Factor Cd= Live Load Deflect Criteria U Total Load Deflect Criteria L/ Center Span Loading Uniform Load Live Load wL-2= Dead Load wD-2= Beam Self Weight BSW= Total Load wT-2= Point Load 1 Live Load PL1-2= Dead Load PD1-2= Location (From left end of span) X1 -2= Properties For #1- Douglas Fir-Larch Bending Stress Fb= Shear Stress Fv= Modulus of Elasticity E= Stress Perpendicular to Gram Fc_perp= Adjusted Properties Fb' (Tension) Fb'= Adjustment Factors Cd=1 25 Cf=1 10 Fv1 Fv'= Adiustment Factors Cd=1 25 Design Reguirements Controlling Moment M= 7 3 Ft from Left Support of Span 2 (Center Span) Critical moment created by combining all dead loads and live loads on span(s) 2 Maximum Shear V= At Right Support of Span 2 (Center Span) Critical shear created by combining all dead loads and live loads on span(s) 2 Comparisons With Reguired Sections Section Modulus Sreg= S= Area Areg= A= Moment of Inertia lreg= 008007015 770 926 1696 078 1190 1562 2752 126 100 00 100 1 25 240 240 112 112 10 234 840 1272 75 1000 95 1700000 625 4-x 538 738 348 393 1239 4152 IN IN = L/1836 IN - L/805 LB LB LB IN LB LB LB IN FT FT FT PLF PLF PLF PLF LB LB FT PS I PSI PSI PSI 1375 PSI 119 PSI 6156 FT-LB 2752 LB INS INS IN2 IN2 IN4 IN4 POST e. /^ P*