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Home My WebLink About2075 LINDA LN; ; CB002313; Permit11/28/2000 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 CB002313 Building Inspection Request Line (760) 602-2725 2075 LINDA LN CBAD RESDNTL 2051604700 $24 696 00 27 0 0 Sub Type RAD Lot# 0 Construction Type NEW Reference # Structure Type Bathrooms 0 WORTMANN RESIDENCE 252 SF MASTER BEDROOM ADDITION Status Applied Entered By Plan Approved Issued Inspect Area Ong PC# Plan Check# ISSUED 06/19/2000 MDP 11/28/2000 11/28/2000 Applicant CAVALRY HOME DESIGN & CONST 2765 E VISTA WAY VISTA CA 92084 760 940 6280 Owner WORTMANN1CHRISTOPHER R&SUSAN E 2075 LINDA LN CARLSBAD CA 92008 5269 11/28/00 0002 01 02 Total Fees $52244 Total Payments To Date $159 14 Balance Due $363 30 Building Permit Add I Building Permit Fee Plan Check Add I 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 I Renewal Fee Other Building Fee Pot Water Con Fee Meter Size Add I Pot Water Con Fee Reel Water Con Fee $244 83 ~ Meter Size $0 00 Add I Reel Water Con Fee $15914 Meter Fee $0 00 SDCWA Fee $0 00 CFD Payoff Fee $2 47 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 LFMZ Transportation Fee $0 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 Master Drainage Fee $0 00 Sewer Fee TOTAL PERMIT FEES $000 $000 $000 $000 $000 $000 $000 $000 $000 $000 $000 $000 $7000 $2000 $2600 $000 $000 $000 $000 $522 44 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 (heir 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 capactiy 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 1 PROJECT INFORMATION^ FOR OFFICE USE ONLY PLAN CHECK NO ££) EST VAL Plan Ck Deposit Validated By Date M*> •l 06'QQQ1 01 S3-Address (include Bldg/Suite #)Business Name (at this addrBS!C-°KHT 159 14 Legal Description Lot No Subdivision Name/Number Unit No Phase No Total # of units Assessor s Parcel #Existing Use Proposed Use Description of Work SQ FT #of Stories # of Bedrooms # of Bathrooms Address City Q»CSntractoe#|i'Q Agent fofcontractot. d Owner TJ Agent for Owner State/Zip Telephone # Fax # "Jf "" Name Address PROPERTY OWNER T Address City State/Zip Telephone #Name 5 CONTRACTOR COMPANY NAME *• ;il "TfVi "1* •* S i (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 V issuance also requires the applicant for such permit to file a signed statement that he is licensed pursuant to the provisions of the Contractor s License Law [Chapter 9 commending with Section 7000 of Division 3 of the Business and Professions Code] or that he is exempt therefrom and the basis for the alleged O exemption Any violation of Section 7031 5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars [$500]) Name State License # Address License Class City State, City Business License # one # VQ Designer Name Hate License # Address (4*<-Cf l/6*P&fiy P>P ^ TelephoCV? 2.0-25, ch this permit i ) / /#//<? / WORKERS COMPENSATION Workers Compensation Declaration I hereby affirm under penalty of perjury one of the following declarations D I have and will maintain a certificate of consent to self insure for workers compensation as provided by Section 3700 of the Labor Code for the performance of the work for which this permit is issued B^nhave and will maintain workers compensation as required by Section 3700 of the Labor Code for the performance of the work for which this perijiit is issued My worker s compensation insurance carrier and policy number are Insurance Company f)(jC'tzF^S/7fifC-&'-£-/y/}£}ijT///-/-yJ.f'J$ ££i Policy No / (AJ i i ( D&i iff Expiration Date_ (THIS SECTION NEED NOT BE COMPLETED IF THE PERMIT IS FOR ONE HUNDRED DOLLARS [$100] OR LESS) [~1 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^f^^C^^.^J>f^^-^^-^<J\. --&&4A^€s£&*4^1 DATE // 7 OWNER BU1LD*E I hereby affirm that I am exempt from the Contractor s License Law for the following reason f~1 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) n 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) l~l I am exempt under Section Business and Professions Code for this reason 1 I personally plan to provide the major labor and materials for construction of the proposed property improvement l~1 YES l~lNO 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 COMPLETE THIS SECTION FOR NON RESIDENTIAL BUILDING PERMITS ONLY«» ~ .... ZJ^^ " ™=«-fe 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? O YES D NO Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district7 [H YES d NO Is the facility to be constructed within 1 000 feet of the outer boundary of a school site7 l~l YES fj] 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 CONSTRUCTiONjENDING AGENCY „ ,, ^ .,.....„, ^ ^ I hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued (Sec 3097(0 Civil Code) LENDER S NAME A//' 9 APPLICANT CERTIFICATION 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 commencefiLautoijySp 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 commencedi^r^jfeBOaSTS^O^days (Section 106 4 4 Uniform Building Code) APPLICANT S SIGNATURE / ^s' ^ — Crfe»/Z*fig" t*^' ("j/STf^-. DATE LENDER S ADDRESS WHITE File YELLOW Applicant PINK Finance City of Carlsbad Bldg Inspection Request For 05/09/2001 Permit# CB002313 Title WORTMANN RESIDENCE Description 252 SF MASTER BEDROOM ADDITION Inspector Assignment SR Type RESDNTL Sub Type RAD Job Address 2075 LINDA LN Suite Lot 0 Location APPLICANT CAVALRY HOME DESIGN & CONST Owner WORTMANN CHRISTOPHER R&SUSAN E Remarks Phone 7607165761 Inspector Total Time CD Description 19 Final Structural 29 Final Plumbing 39 Final Electrical 49 Final Mechanical Requested By TONY Entered By CHRISTINE Act Comments Associated PCRs Date 01/12/2001 01/12/2001 01/12/2001 01/11/2001 12/29/2000 12/29/2000 12/29/2000 12/29/2000 12/28/2000 12/05/2000 12/04/2000 11/30/2000 11/29/2000 11/29/2000 Inspection Historv Description 14 Frame/Steel/Bolting/Welding 17 Interior Lath/Drywall 18 Exterior Lath/Drywall 17 Interior Lath/Drywall 13 Shear Panels/HDs 14 Frame/Steel/Bolting/Welding 24 Rough/Topout 34 Rough Electric 13 Shear Panels/HDs 1 1 Ftg/Foundation/Piers 1 1 Ftg/Foundation/Piers 1 1 Ftg/Foundation/Piers 1 1 Ftg/Foundation/Piers 12 Steel/Bond Beam Act AP AP AP CO AP we AP AP NR AP AP PA CO CO Insp GG GG GG SR GG GG GG GG GG SR TL SR SR SR Comments NO FRAME INSP HAS BEEN DONE NEED TO TALK WITH GENE DRY PACK OK STURRUPS CORRECTED OK TO POUR FTG LETTER ATTACHED COLUMN FTG OK GRADE BEAM STURRUPS NEED TO BE #4 BAR A160C STEEL NOT PER PLAN City of Carlsbad Bldg Inspection Request For 12/5/2000 Permit* CB002313 Title WORTMANN RESIDENCE Description 252 SF MASTER BEDROOM ADDITION Inspector Assignment SR Type RESDNTL Sub Type RAD Job Address 2075 LINDA LN Suite Lot 0 Location APPLICANT CAVALRY HOME DESIGN & CONST Owner WORTMANN CHRISTOPHER R&SUSAN E Remarks DRYPACK INSPECTION Phone 7607165761 Inspector Total Time CD Description 11 Ftg/Foundation/Piers Act Comments Requested By TONY Entered By CHRISTINE Associated PCRs Inspection History Date Description Act Insp Comments 1 1/30/2000 1 1 Ftg/Foundation/Piers PA SR COLUMN FTG OK GRADE BEAM STURRUPS NEED TO BE #4 BAR A160C 11/29/2000 1 1 Ftg/Foundation/Piers CO SR STEEL NOT PER PLAN 11/29/2000 12 Steel/Bond Beam CO SR y OSCar J ROdiSOH Ucense#C 16262 2316 Vista ValleVenle Fanbrook,Ca 92028 Phone (760) 723-4302 Fax (760) 723-4302 December 1,2000 Cavalry Home Design & Construction Re Wortman Job 2075 Linda Lane Carlsbad, Ca Dear Sir You are hereby authorized to change the number 4 stirrup as called for an floor plan to number 3 stirrup to comply with grade beam section Oscar J RoWson, Architect EsGil Corporation In 'Partnership u>itfi. government for Quitting Safety DATE November 21, 2000 a APPLICANT A JURISDICTION Carlsbad O^PLAN REVIEWER I a FILE 1 PLAN CHECK NO 00-2313 SET III V % PROJECT ADDRESS 2075 Linda LaneA PROJECT NAME Wortman SFD Addition/Remodel X] 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 XJ Esgil Corporation staff did not advise the applicant that the plan check has been completed Esgil Corporation staff did advise the applicant that the plan check has been completed Person contacted Telephone # Date contacted (by ) Fax # Mail Telephone Fax In Person REMARKS By Kurt Culver Enclosures Esgil Corporation D GA D MB D EJ D PC 11/15/00 trnsmtldot 9320 Chesapeake Drive Suite 208 * San Diego California 92123 * (858) 560 1468 * Fax (858) 560 1576 EsGil Corporation In Tartnersfiip With, government for 'Bwkfing Safety DATE October 20, 20OO JURISDICTION Carlsbad a PLAN REVIEWER a FILE PLAN CHECK NO 00-2313 SET II PROJECT ADDRESS 2075 Linda Lane PROJECT NAME Addition & Remodel-Wortman Residence 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 checklist and should be corrected and resubmitted for a complete recheck The checklist transmitted herewith is for your information The plans are being held at Esgil Corporation until corrected plans are submitted for recheck The applicants copy of the checklist is enclosed for the jurisdiction to forward to the applicant contact person The applicant s copy of the checklist has been sent to Oscar Robison Architect 2316 Vista Valle Verde Fallbrook CA 92028 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 Oscar Robison Telephone # 760-723-4302 Date contacted to-«-<* (by *fix*r) Fax # Same Mail «•" Telephone Fax ^ In Person REMARKS By Tony Embuido (by K Culver) Enclosures Esgil Corporation D GA rj MB D EJ D PC 10/12/00 trnsmtldot 9320 Chesapeake Drive Suite 208 + San Diego California 92123 + (858) 560 1468 4 Fax (858) 560 1576 Carlsbad 00 2313 October 20, 2000 RECHECK PLAN CORRECTION LIST JURISDICTION Carlsbad PLAN CHECK NO OO-2313 PROJECT ADDRESS 2075 Lmda Lane SET II DATE PLAN RECEIVED BY DATE RECHECK COMPLETED ESGIL CORPORATION 10/12/00 October 20, 2000 REVIEWED BY Tony Embuido (by K Culver) 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 106 4 3 1997 Uniform Building Code the approval of the plans does not permit the violation of any state county or city law A 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 B 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 C 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? QYes QNo Carlsbad 00 2313 October 20, 2000 • PLANS Please make all corrections on the original tracings as requested in the correction list Submit (two sets of plans for residential projects) For expeditious processing corrected sets can be submitted in one of two ways 1 Deliver all corrected sets of plans and calculations/reports directly to the City of Carlsbad Building Department 1635 Faraday Ave Carlsbad CA 92008 (760)602-2700 The City will route the plans to EsGil Corporation and the Carlsbad Planning Engineering and Fire Departments 2 Bring one corrected set of plans and calculations/reports to EsGil Corporation 9320 Chesapeake Drive Suite 208 San Diego CA 92123 (858)560-1468 Deliver all remaining sets of plans and calculations/reports directly to the City of Carlsbad Building Department for routing to their Planning Engineering and Fire Departments 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 FOUNDATION REQUIREMENTS 18 Provide a letter from the soils engineer confirming that the foundation plan grading plan and specifications have been reviewed and that it has been determined that the recommendations in the soils report are properly incorporated into the construction documents (when required by the soil report) PLEASE PROVIDE A LETTER FROM THE SOILS ENGINEER INDICATING THAT THE FOUNDATION PLAN HAS BEEN REVIEWED FRAMING/STRUCTURAL 22 Provide calculations for mam vertical and horizontal framing members and footings Section 106 3 3 PLEASE PROVIDE A CALCULATION TO SHOW THAT THE LOWER LEVEL HEADER IS ADEQUATE TO SUPPORT THE REACTION FROM RB-1 23 Provide calculations for lateral loads shear panels shear transfer and related Section 10633 A AT THE TOP OF PAGE L5 IT STATES USE 2 STEEL COLUMNS BUT THE REST OF THE DESIGN IS BASED ON A SINGLE COLUMN PLEASE EXPLAIN B PLEASE PROVIDE A CALCULATION TO CHECK THE DEFLECTION OF THE SINGLE STEEL COLUMN C PLEASE PROVIDE A CALCULATION TO CHECK LINE 2 24 Please show in the calculations how the redundancy was determined per Section 1630 1 1 I COULD NOT FIND THE CALCULATION FOR p PLEASE PROVIDE EsGil Corporation In Ta.rtnersfi.ip With government for 'SuiCding Safety DATE June 28, 2000 a APPLICANT JURISDICTION Carlsbad a PLAN REVIEWER a FILE PLAN CHECK NO 00-2313 SET I PROJECT ADDRESS 2O75 Linda Lane PROJECT NAME Addition & Remodel Wortman Residence 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 checklist and should be corrected and resubmitted for a complete recheck The checklist 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 checklist is enclosed for the jurisdiction to forward to the applicant contact person The applicant s copy of the checklist has been sent to Oscar Robison Architect 2316 Vista Valle Verde Fallbrook CA 92028 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 Oscar Robison (* M) Telephone # 760-723-4302 £*te*t«ft<!4 _Date cofAs^e^ff>-2e-oo (by t?W^ Fax # S A A MaiK Telephone*^ Fax^ In Person REMARKS By Tony Bmbuido Enclosures Esgil Corporation D GA D MB D EJ D PC 06/20/00 trnsmtldot 9320 Chesapeake Drive Suite 208 * San Diego California 92123 * (858)560 1468 * Fax (858) 560 1576 Carlsbad OO-2313 June 28, 2OOO PLAN REVIEW CORRECTION LIST SINGLE FAMILY DWELLINGS AND DUPLEXES PLAN CHECK NO OO-2313 PROJECT ADDRESS 2075 Linda Lane FLOOR AREA + 252-R3 Covered Patio (1ST FLOOR)-242 REMARKS DATE PLANS RECEIVED BY JURISDICTION 06/19/00 DATE INITIAL PLAN REVIEW COMPLETED June 28, 2OOO JURISDICTION Carlsbad STORIES 2 HEIGHT -20 DATE PLANS RECEIVED BY ESGIL CORPORATION 06/20/00 PLAN REVIEWER Tony Embuido FOREWORD (PLEASE READ) This plan review is limited to the technical requirements contained in the Uniform Building Code Uniform Plumbing Code Uniform Mechanical Code National Electrical Code and state laws regulating energy conservation noise attenuation and access for the disabled This plan review is based on regulations enforced by the Building Department You may have other corrections based on laws and ordinance by the Planning Department Engineering Department Fire Department or other departments Clearance from those departments may be required prior to the issuance of a building permit Present California law mandates that residential construction comply with the 1998 edition of the California Building Code (Title 24) which adopts the following model codes 1997 UBC 1997 UPC 1997 UMC and 1996 NEC (all effective 7/1/99) The above regulations apply to residential construction regardless of the code editions adopted by ordinance The following items listed need clarification, modification or change All items must be satisfied before the plans will be in conformance with the cited codes and regulations Per Sec 106 4 3 1997 Uniform Building Code the approval of the plans does not permit the violation of any state county or city law To speed up the recheck process, please note on this list (or a copy) where each correction item has been addressed, i e. plan sheet number, specification section, etc Be sure to enclose the marked up list when you submit the revised plans Carlsbad OO 2313 June 28, 2OOO • PLANS • Please make all corrections on the original tracings as requested in the correction list Submit (two sets of plans for residential projects) For expeditious processing corrected sets can be submitted in one of two ways 1 Deliver all corrected sets of plans and calculations/reports directly to the City of Carlsbad Building Department 1635 Faraday Ave Carlsbad CA 92008 (760) 602-2700 The City will route the plans to EsGil Corporation and the Carlsbad Planning Engineering and Fire Departments 2 Bring one corrected set of plans and calculations/reports to EsGil Corporation 9320 Chesapeake Drive Suite 208 San Diego CA 92123 (858) 560-1468 Deliver all remaining sets of plans and calculations/reports directly to the City of Carlsbad Building Department for routing to their Planning Engineering and Fire Departments 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 1 All sheets of plans must be signed by the person responsible for their preparation (California Business and Professions Code) 2 Final set of 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) 3 Specify on the Title Sheet of the plans the gross floor area of each element of this project including patio (roof) cover below 2nd floor Section 106 3 3 • GENERAL RESIDENTIAL REQUIREMENTS 4 Sleeping rooms shall have a window or exterior door for emergency escape Sill height shall not exceed 44 above the floor Windows must have an openable area of at least 5 7 square feet with the minimum openable width 20" and the minimum openable height 24 The emergency door or window shall be openable from the inside to provide a full clear opening without the use of separate tools Section 3104 Please note on the plans 5 Note that the discharge point for exhaust air will be at least 3' from any opening which allows air entry into occupied portions of the building Section 1203 3 Carlsbad OO-2313 June 28, 20OO 6 Glazing in the following locations should be of safety glazing material in accordance with Section 2406 4 (see exceptions) Specify tempered glass a) Doors and enclosures for hot tubs whirlpools saunas steam rooms bathtubs and showers and in any portion of a building wall enclosing these compartments where the bottom exposed edge of the glazing is less than 60' above a standing surface and drain inlet See pre-fab bay window • ROOFING 7 Per local ordinance a Class 'A' minimum roof covering is required Please note 8 Show the required ventilation for attics (or enclosed rafter spaces formed where ceilings are applied directly to the underside of roof rafters) 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 Section 1505 3 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 Section 1505 3 10 Show location of attic access with a minimum size of 22 x 30 unless the maximum vertical headroom height in the attic is less than 30 Access must be provided to each separated attic area shall be located in a hallway or other readily accessible location and 30" headroom clearance is required above the opening Section 1505 1 • FOUNDATION REQUIREMENTS I 11 All new residential buildings including additions require a soil report An update letter is required if the report is more than 3 years old If a room addition is less than 1000 sq ft in area and only one story then a soil s report is not required 12 Provide a CURRENT copy of the project soil report prepared by a California licensed architect or civil engineer The report shall include foundation design recommendations based on the engineer's findings and shall comply with UBC Section 1804 13 In Seismic Zone 4 each site shall be assigned a near-source factor Identify this value in the soils report and on the plans Section 1629 4 2 14 Investigate the potential for seismically induced soil liquefaction and soil instability in Seismic Zones 3 and 4 Section 1804 5 Carlsbad 00-2313 June 28, 2000 15 Note on the plan the soil s classification whether or not the soil is expansive and note the allowable bearing value Section 106 3 3 16 Note on plans that surface water will drain away from building and show drainage pattern Section 1804 7 17 The soil's engineer may require 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 " 18 Provide a letter from the soils engineer confirming that the foundation plan grading plan and specifications have been reviewed and that it has been determined that the recommendations in the soils report are properly incorporated into the construction documents (when required by the soil report) 19 Foundation plan and details have not been completely checked due to lack of soil s report Additional corrections may follow • FRAMING/STRUCTURAL 20 Detail all post-to-beam and post-to-footing connections and reference the detail to the plan Section 2314 21 Detail shear transfer connections including roof and floor diaphragms to exterior and interior shear walls down to foundation Section 2315 22 Provide calculations for mam vertical and horizontal framing members and footings Section 106 3 3 23 Provide calculations for lateral loads, shear panels shear transfer and related Section 10633 24 Please show in the calculations how the redundancy was determined, per Section 1630 1 1 25 Show on the plans all structural requirements developed in the structural calculations Section 106 3 3 (When design calc's have been submitted) 26 Specify plywood and/or particleboard thickness grade and panel span rating for roof and floor diaphragm Table 23-II-E-1 Carlsbad OO-2313 June 28, 200O • ELECTRICAL (NATIONAL ELECTRICAL CODE) 27 Note on the plans that bathroom receptacle outlets shall be supplied by a minimum of one 20-ampere branch circuit Such circuits shall have no other outlets This circuit may serve more than one bathroom NEC Art 210-52(d) 28 Show on the plans a wall receptacle adjacent to each lavatory in the bathroom NEC Art 210-52(d) 29 Show on the plan that ground-fault circuit-interrupter protection complies with NEC Art 210-8 which reads as follows Specify GFCI outlets per below All 125-volt single-phase, 15- and 20- ampere receptacles installed in bathroom • ENERGY CONSERVATION 30 Provide fluorescent general lighting (40 lumens per watt minimum) in bathrooms 31 Provide a note on the plans stating All new glazing (fenestrations) will be installed with a certifying label attached showing the U-value ' • MISCELLANEOUS 32 Provide complete structural details on the plans with cross referencing as needed to show the structural framing will comply with the design calculations and building code requirements 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 Please indicate here if any changes have been made to the plans that are not a result of corrections from this list If there are other changes please briefly describe them and where they are located in the plans • Have changes been made to the plans not resulting from this correction list? Please indicate Yes Q No a 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 Tony Embuido at Esgil Corporation Thank you Carlsbad OO-2313 June 28, 2OOO VALUATION AND PLAN CHECK FEE JURISDICTION Carlsbad PREPARED BY Tony Embuido BUILDING ADDRESS 2O75 Linda Lane BUILDING OCCUPANCY R-3/U-1 PLAN CHECK NO 00 2313 DATE June 28, 2000 TYPE OF CONSTRUCTION V-N BUILDING PORTION PER CITY Air Conditioning Fire Sprinklers TOTAL VALUE BUILDING AREAI! VALUAT|ON (Sq R) 1 MULTIPLIER VALUE ($) 24696 24696 24696 n 199 UBC Building Permit Fee fj Bldg Permit Fee by ordinance $ 244 83 n 199 UBC Plan Check Fee Q Plan Check Fee by ordinance $15914 Type of Review • Complete Review | | Structural Only Q Hourly Q Repetitive Fee Applicable Q Other Esgil Plan Review Fee $ 127 31 Comments Sheet 1 of 1 macvaluedoc5100 PLANNING/ENGINEERING APPROVALS PERMIT NUMBER ADDRESS DATE n RESIDENTIAL RESIDENTIAL ADDITION MINOR « $10,000.00) TENANT IMPROVEMENT PLAZA CAMINO REAL CARLSBAD COMPANY STORES VILLAGE FAIRE COMPLETE OFFICE BUILDING OTHER PLANNER ENGIN! DATE DATE PLANNING DEPARTMENT BUILDING PLAN CHECK REVIEW CHECKLIST Plan Check No CB Planner APN Address Phone extension - [(GO— Type of Project & Use Zoning ^Li General Plan CFD tin/nut} #_ Circle One .Date of participation Net Project Density DU/AC _ Facilities Management Zone i Remaining net dev acres (For non residential development Type of land used created by this permit ) Legend /\ Item Complete Environmental Review Required YES DATE OF COMPLETION Item Incomplete Needs your action NO / 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 approval? If not state conditions which require action Conditions of Approval Coastal Zone Assessment/Compliance Project site located in Coastal Zone7 YES_ CA Coastal Commission Authority7 YES NO NO If California Coastal Commission Authority Contact them at 3111 Cammo Del Rio North Suite 200 San Diego CA 92108 1725 (619) 521 8036 Determine status (Coastal Permit Required or Exempt) Coastal Permit Determination Form already completed7 If NO complete Coastal Permit Determination Form now Coastal Permit Determination Log # YES NO Follow Up Actions 1) Stamp Building Plans as Exempt or Coastal Permit Required (at minimum Floor Plans) 2) Complete Coastal Permit Determination Log as needed I | 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 CBff toolbar Screens Housing Fees Construct Housing Y/N Enter Fee UPDATE1) S ^ Site Plan fx] | 1 1 Provide a fully dimensional site plan drawn to scale Show North arrow / property lines easements existing and proposed structures streets existing street improvements right of way width dimensional setbacks and existing topographical lines I 2 Provide legal description of property and assessor s parcel number "^x 1 Zoning ^ J 1 Setbacks ' Front Required Interior Side Required Street Side Required Rear Required 2 Accessory structure setbacks Front Required Interior Side Required Street Side Required Rear Required Structure separation Required \j\ I I I I 3 Lot Coverage Required 4 Height Required y-\ I || I 5 Parking Spaces Required Guest Spaces Required ^\\ I :=±K V Additional Comments ^ V(ML Pyovt dJi J@f \lQUt~ Jgm-t i t){r. 2C/ Shown £0 57 Shown 51 — Shown , \ O' Shown [ O / Shown / / Shown / / Shown / / Shown / Shown — \U iU Shown Shown ^ -2_<*- Shown Shown \flfflJl c^dJLcuJldJc^a^.^? U. i ^r falAJP- \l<m£j^ fo{Jc\?6L>(Jkt4/? OK TO ISSUE AND ENTERED APPROVAL INTO COMPUTER DATE NORTH COUNTY COMPACTION ENGINEERING, INC November 9 2000 Project No CE-6147 Mr & Mrs Chris Wortman 2075 Linda Lane Carlsbad CA 92008 Subject Foundation Plan Review Proposed Adjacent Second Floor Addition 2075 Linda Lane Carlsbad California Dear Mr &Mrs Wortman Per your request we have reviewed the subject project foundation plans prepared by Oscar J Robison Architect Our review revealed plans were prepared in accordance with recommendations set forth in our Preliminary Soils Investigation dated August 24,2000 Therefore we recommend plans be submitted to the City of Carlsbad as scheduled If you have any questions please do not hesitate to contact us This opportunity to be of service is sincerely appreciated Respectfully submitted rvorth Couiiiy COMPACTION ENGINEERING, INC Ronald K Adams President RKApaj cc (3) submitted Dale Reglf Registered Cr 9393 Geotechmcal Engineer 000713 P O BOX 302002 * ESCONDIDO, CA 92030 * (760)480-1116 FAX (760)741-6568 NORTH COCINTY COMPACTION ENGINEERING, INC SOILS AND FOUNDATION INVESTIGATION FOR PROPOSED ADJACENT SECOND FLOOR HOUSE ADDITION 2075 LINDA LANE CARLSBAD, CALIFORNIA PREPARED FOR MR & MRS CHRIS WORTMAN 2075 LINDA LANE CARLSBAD, CA 92008 AUGUST 24, 2000 PROJECT NO CE-6147 NORTH COUNTY COMPACTION ENGINEERING, INC August 24 2000 Project No CE 6147 Mr & Mrs Chris Wortman 2075 Linda Lane Carlsbad CA 92008 SUBJECT Soils and Foundation Investigation Proposed Adjacent Second Floor House Addition 2075 Linda Lane Carlsbad California Dear Mr &Mrs Wortman In response to your request we have performed a Preliminary Soils Investigation for the subject project The purpose of our investigation was to evaluate the suitability of the site for the proposed development and make recommendations with regard to foundation design Briefly our investigation revealed that the existing house to receive the proposed addition is beanng upon loose surficial top soils to a depth of 4 feet below existing grade Therefore it will be necessary to underpin the existing house footing along the wall to receive additional loading Furthermore the proposed column footings that will support the south wall of the overhead addition will also require deepened footings to protrude through loose compressible top soils and bear into firm native ground to reduce the possibility of settlement If you have any questions please do not hesitate to contact us This opportunity to be of service is sincerely appreciated Respectfully submitted North County COMPACTION ENGINEERING, INC Ronald K Adams DaleR President Registered' Geotechmcal En^meeF^C^B RKApaj cc (3) submitted (2) filed P O BOX 302002 * ESCONDIDO, CA 92030 * (760)480-1116 FAX (760)741-6568 NORTH COUNTY COMPACTION ENGINEERING, INC TABLE OF CONTENTS 1) Purpose and Scope 2 ) Location and Description of Site 3 ) Field Investigation 4) Soil Conditions 5 ) Laboratory Soil Testing 6 ) Recommendations and Conclusions A) Foundations B ) Seismic Design Considerations C ) Review of Foundation Plans 7 ) Uncertainty and Limitations Page 1 1 1 2 2 2 3 3 4 APPENDIX Appendix A Exploration Legend & Unified Soil Classification Chart Plate No One Plate No Two thru Four Plate No Five Test Pit Location Plan Exploration Logs Tabulation of Test Results 3 NORTH COUNTY COMPACTION ENGINEERING, INC Project No CE-6147 Page 1 1 PURPOSE AND SCOPE The purpose of the investigation was to determine if the site is suitable for the proposed second floor house addition The scope of the investigation was to A Determine the physical properties and engineering characteristics of the surface and subsurface soils B Provide design information with regard to the new and existing foundation systems 2 LOCATION AND DESCRIPTION OF SITE The site is located at 2075 Linda Lane in the City of Carlsbad California The existing 2 story split level single family dwelling is approximately 35 years old and is supported upon both raised floor and slab on grade foundation systems The area to receive the second floor addition will be adjacent to the south wall of the existing second floor spanning over a ground level patio area supported upon columns and beams The portion of the house that will receive the addition is supported upon a slab on grade foundation system The exterior continuous footing of the house was measured as being founded 18 inches below lowest adjacent grade An inspection of the existing residence revealed numerous light exterior stucco cracks Cracking in slab floorings and exterior footings was not apparent 3 FIELD INVESTIGATION The field investigation was performed on July 25 2000 and August 10 2000 and included an inspection of the site and the excavation of 3 hand dug exploratory trenches to depths of 4'/2 feet below existing grade Location of test pits are shown on the attached Plate No One entitled Test Pit Location Plan" As excavation proceeded representative bulk samples were collected In place natural densities and moisture contents were determined at different depths in the excavations and are included on Plate No s Two through Four Subsequent to obtaining soil samples our exploratory excavations were backfilled NORTH COUNTY COMPACTION ENGINEERING, INC Project No CE-6147 Page 2 4 SOIL CONDITIONS Loose surficial top soils (silty-sands) consisting of loose alluvium were found to be 3l/2 feet 3 feet and 4 feet m depth in Test Pit No s One through Three respectively Underlying native soils to depths explored were dense clayey-sands On-site soils (clayey-sands) were found to have an expansion index of 85 and are classified as being moderate in expansion potential Groundwater was not encountered at the time of our investigation nor did caving of exploratory trenches occur In addition due to the dense nature of the underlying formation at the site it is our opinion soil liquefaction is unlikely if underpin footings and newly planned column footings are deepened to protrude through loose surficial top soils and bear into competent native ground 5 LABORATORY SOIL TESTING All laboratory test were performed on typical soils in accordance with accepted test methods of the American Society for Testing and Materials (ASTM) Tests conducted include A) Optimum Moisture & Maximum Density (ASTM D-1557) B) Direct Shear (Remold) (ASTM D-3080) C) Sieve Analysis (ASTM D-421) D) Field Density & Moisture (ASTM D-1556) E) Expansion Potential (FHA Standard) Test results are tabulated on the attached Plate No s Two through Five entitled Exploration Log and Tabulation of Test Results 6 RECOMMENDATIONS AND CONCLUSIONS General It is our understanding the proposed 10 foot X 24 foot house addition will be constructed adjacent to the south wall of the existing second floor spanning over the ground level patio The extreme south wall of the proposed addition will be supported from beneath by columns and beams NORTH COUNTY COMPACTION ENGINEERING, INC Project No CE 6147 Page 3 The south wall of the existing residence is supported on an 18 inch deep continuous footing that will receive additional loading from the proposed addition The existing footing is presently bearing upon loose alluvial soils that are susceptible to settlement if additional loading is applied Therefore it will be necessary to underpin the existing house footing 18 inches into firm native soils before applying additional loading Furthermore the newly planned exterior column footings will need to be deepened through loose compressible top soils and bear a minimum of 18 inches into firm native ground The proper soil bearing stratum is delineated on attached Plate No s Two through Four entitled Exploration Log In our opinion the site is suitable for the proposed house addition Recommendations presented in this report should be incorporated into the planning design and construction phases of the subject project 6A Foundations General Underpin and column footings having a minimum width of 18 inches and founded a minimum depth of 18 inches into firm native ground will have an allowable soil bearing pressure of 1240 pounds per square foot increasing 150 pounds per square foot per foot of depth We should be contacted to inspect all footing excavations pnor to pouring of concrete to assure footings will bear into the proper soil bearing stratum Footing steel reinforcement should be designed by the project structural engineer The project structural engineer may choose to interlock isolated column footings with a continuous footing to reduce footing rotation Minimum steel reinforcement for continuous footings (if required) should be two #4 bars top and bottom (total of 4 bars) Steel should be positioned 3 inches above bottom of footing and 3 inches below top of footing 6B Seismic Design Considerations (Soil Parameters) A) Soil Profile = SD (Table 16 J of the 1997 Uniform Building Code) B ) Type B Fault (Newport Inglewood Fault) C) Distance = 9 km (California Department of Conservation Division of Mines and Geology [maps] in conjunction with Tables 16-S and 16-T of the 1997 Uniform Building Code) NORTH COUNTY COMPACTION ENGINEERING, INC Project No CE-6147 Page 4 6C Review of Foundation Plans Preliminary Foundation Plans were prepared by Oscar Robinson AIA of Fallbrook California Upon completion of final foundation plans we would like to review them to assure compliance to the recommendations presented in this report 7 UNCERTAINTY AND LIMITATIONS Surface and subsurface soils are assumed to be uniform Therefore should soils encountered during construction differ from those presented in this report we should be contacted to provide their engineering properties It is the responsibility of the owner and contractor to carry out recommendations set forth in this report During our investigation of the subject site evidence of faulting was not encountered Subsequent to review of available geologic literature we feel any faulting in the vicinity of the site may be classified as inactive However it should be noted that San Diego County is located in a high seismic area with regard to earthquake Earthquake proof projects are economically unfeasible Therefore damage as a result of earthquake is probable and we assume no liability We assume the on-site safety of our personnel only We cannot assume liability of personnel other than our own It is the responsibility of the owner and contractor to insure construction operations are conducted in a safe manner and in conformance with regulations governed by CAL-OSHA and/or local agencies Should you have any questions please do not hesitate to contact us This opportunity to be of service is sincerely appreciated Respectfully submitted North County COMPACTION ENGINEERING, INC RonaldK Adams DaleR Reglf President Registered Geotechmcal Engineer 000713 RKApaj cc (3) submitted (2) filed 7 NORTH COUNTY COMPACTION ENGINEERING, INC EXPLORATION LEGEND UNIFIED SOIL CLASSIFICATION CHART SOIL DESCRIPTION I COARSEGRAINED More than half of material is larger than No 200 sieve size GRAVELS CLEAN GRAVELS More than half of coarse fraction is larger than No 4 sieve size but smaller than 3 GRAVELS WITH FINES (Appreciable amount of fines) SANDS CLEAN SANDS More than half of coarse fraction is smaller than No 4 sieve size SANDS WITH FINES (appreciable amount of fines) II FINEGRAINED More than half of material is smaller than No 200 sieve size SILTS AND CLAYS Liquid Limit less than 50 SILTS AND CLAYS Liquid Limit greater than 50 HIGHLY ORGANIC SOILS GROUP SYMBOL TYPICAL NAMES GW GP GM GC sw SP SM sc ML CL OL MH CH OH PT Well graded gravels gravel sand mixtures little or no fines Poorly graded gravels gravel sand mixtures little or no fines Silty gravels poorly graded gravel sand silt mixtures Clayey gravels poorly graded gravel sand clay mixtures Well graded sand gravely sands little or no fines Poorly graded sands gravely sands little or no fines Silty sands poorly graded sand and silt mixtures Clayey sands poorly graded sand and clay mixtures Inorganic silts and very fine sands rock flour sandy silt or clayey silt sand mixtures with slight plasticity Inorganic clays of low to medium plasticity gravely clays lean clays Organic silts and organic silty clays of low plasticity Inorganic silts micaceous or diatomaceous find sandy or silty soils elastic silts Inorganic clays of high plasticity fat clays Organic clays of medium to high plasticity Peat and other highly organic soils US Undisturbed driven ring sample or tube sample CK Undisturbed chunk sample BG Bulk sample V Water level at time of excavation or as indicated APPENDIX 'A' NORTH COUNTY COMPACTION ENGINEERING, INC SOIL TESTING & INSPECTION SERVICES TEST PIT LOCATION PLAN PROPOSED HOUSE ADDITION LINDA LANE CARLSBAD, CALIFORNIA APPROX SCALE 1" = 20' TEST PIT PROJECT NO CE-6147 PLATE NO ONE NORTH COUNTY COMPACTION ENGINEERING, INC EXPLORATION LOG PROJECT NAME LINDA LANE. CARLSBAD DATE LOGGED 07/25/00 ELEVATION EXISTING GRADE TEST PIT NO ONE Depth (Feet) 1 2 3 4 5 Sample Type BG BG CK CK Dry Density (pcf) 953 1036 1145 Moisture Content (%) 37 1 9 155 Passing #200 Sieve 153 458 Sample Depth 1 5 2 25 4 Soil Classi fication SM SC Description & Remarks BROWN HUMID LOOSE SILTY SAND (LOOSE ALLUVIUM) (COMPRESSIBLE TOP SOIL) (RELATIVE COMPACTION = 78 4 TO 85 2%) GREY BROWN MOIST DENSE CLAYEY SAND (FIRM NATIVE) (PROPER FOOTING BEARING STRATUM) BOTTOM OF TEST PIT PROJECT NO CE-6147 PLATE NO TWO NORTH COUNTY COMPACTION ENGINEERING, INC EXPLORATION LOG PROJECT NAME LINDA LANE. CARLSBAD DATE LOGGED 07/25/00 ELEVATION EXISTING GRADE TEST PIT NO TWO Depth (Feet) 1 2 3 4 Sample Type BG BG Dry Density (pcf) 957 Moisture Content (%) 85 Passing #200 Sieve 439 Sample Depth 1 5 3 Soil Classi fication SM SC Description & Remarks BROWN MOIST LOOSE SILTY SAND (LOOSE ALLUVIUM) (COMPRESSIBLE TOP SOIL) (BOTTOM OF HOUSE FOOTING = 18 INCHES) (RELATIVE COMPACTION = 78 8%) GREY BROWN MOIST DENSE CLAYEY SAND (FIRM NATIVE) (PROPER SOIL BEARING STRATUM) BOTTOM OF TEST PIT PROJECT NO CE-6147 PLATE NO THREE NORTH COUNTY COMPACTION ENGINEERING, INC EXPLORATION LOG PROJECT NAME LINDA LANE. CARLSBAD DATE LOGGED 08/10/00 ELEVATION EXISTING GRADE TEST PIT NO THREE Depth (Feet) 1 2 3 4 Sample Type BG Dry Density (pcf) 985 Moisture Content (%) 47 Passing #200 Sieve Sample Depth 1 5 Soil Classi fication SM SC Description & Remarks BROWN DRY LOOSE SILTY SAND (LOOSE ALLUVIUM) (COMPRESSIBLE TOP SOIL) (BOTTOM OF FOOTING 18 INCHES) (RELATIVE COMPACTION = 81 0%) Grey Brown, Moist Dense Clayey Sand (Firm Native) (Proper Soil Bearing Stratum BOTTOM OF TEST PIT PROJECT NO CE-6147 PLATE NO FOUR NORTH COUNTY COMPACTION ENGINEERING, INC OPTIMUM MOISTURE/MAXIMUM DENSITY SOIL DESCRIPTION TYPE Brown Silty Sand Pl@2 Grey Brown Clayey Sand P2 @ 3 MAX DRY DENSITY (LE CU. FT) 1215 1230 OPT MOISTURE (%DRYWT) 107 128 SAMPLE No. EXPANSION POTENTIAL P2 (a). 3' CONDITION INITIAL MOISTURE (%) AIR DRY MOISTURE (%) FINAL MOISTURE (%) DRY DENSITY (PCF) LOAD (PSF) SWELL (%) EXPANSION INDEX Remold 90% 134 75 251 1107 150 85 85 SAMPLE No DIRECT SHEAR P2 (a). 3' CONDITION Remold 90% ANGLE INTERNAL FRICTION 11 COHESION INTERCEPT (PCF) 360 PROJECT NO CE-6147 PLATE NO FIVE 3