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Home My WebLink About2445 SIERRA MORENA AVE; ; CB022694; PermitCity of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 11-21-2YO Residential Permit Permit No: 0B022694 Building Inspection Request Line (760) 602-2725 Job Address: Permit Type: Parcel No: Valuation: Occupancy Group: # Dwelling Units: Bedrooms: Project Title: 2445 SIERRA MORENA AV CBAD RESDNTL Sub Type: RAD 1671603700 Lot #: 0 $83,430.00 Construction Type: VN Reference #: 0 Structure Type: 0 Bathrooms: 0 SHEDLEY RES-721 SF 1ST & 2ND STORY ADD,+ 55 SF TO BEDRM,42 SF BATH IN GARAGE Status: ISSUED Applied: 09/11/2002 Entered By: RMA Plan Approved: 11/21/2002 Issued: 11/21/2002 Inspect Area: Orig PC#: Plan Check#: Applicant: Owner: SHEDLEY EDWARD F&ROBERTSON DEBRA T SHEDLEY EDWARD F&ROBERTSON DEBRA T 2445 SIERRA MORENA AVE 2445 SIERRA MORENA AVE CARLSBAD CA 92008 CARLSBAD CA 92008 1855 11/21/02 0002 01 02 Total Fees: $932.52 Total Payments To Date: $315.22 Balance Due: qM.O b17.30 Building Permit $484.96 Meter Size AddI Building Permit Fee $0.00 Add'I Red. Water Con. Fee $0.00 Plan Check $315.22 Meter Fee $0.00 Add'I Plan Check Fee $0.00 SDCWA Fee $0.00 Plan Check Discount $0.00 CFD Payoff Fee $0.00 Strong Motion Fee $8.34 PFF $0.00 Park in Lieu Fee $0.00 PFF (CFD Fund) $0.00 Park Fee $0.00 License Tax $0.00 LFM Fee $0.00 License Tax (CFD Fund) $0.00 Bridge Fee $0.00 Traffic Impact Fee $0.00 Other Bridge Fee $0.00 Traffic Impact (CFD Fund) $0.00 BTD #2 Fee $0.00 Sidewalk Fee $0.00 BID #3 Fee $0.00 PLUMBING TOTAL $69.00 Renewal Fee $0.00 ELECTRICAL TOTAL - $20.00 Add'I Renewal Fee $0.00 MECHANICAL TOTAL $35.00 Other Building Fee $0.00 Housing Impact Fee $0.00 Pot. Water Con. Fee $0.00 Housing InLieu Fee $0.00 Meter Size Master Drainage Fee $0.00 Add'I Pot. Water Con. Fee $0.00 Sewer Fee $0.00 Red. Water Con. Fee . $0.00 Additional Fees $0.00 TOTAL PERMIT FEES $932.52 F)AAPPROVAL INSP 1'' ,L"\ DATE Q-f 2- 03 CLEARANCE ____ I will provide some of the work, but I have contracted (hired) the following persons to provide the work indicated (include name I address / phone number I type of work): DATE ,..9oj 2.? j\'Lfl PERMIT APPLIC , ATION CITY OF CARLSBAD BUILDING DEPARTMENT 1635 Faraday Ave., Carlsbad, CA 92008 FOR OFFICE USE ONLY PLAN CHECK NO.fJô2t N 4./ O / - EST.VAL. f3 gJi Plan Ck. Deposit Validated By_________________________ -... . Date f/'i ( i Address (include Bldg/Suite - Unit No. ' Phase No Total # of units roposed se — A c co State/Zip 7 Telephone # / Name Address City ta('e/Zip Telephone # IF L5CONTRACJOR5COMNYJ&ME (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 Code] or that he is exempt therefrom, and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the, applicant to a civil penalty of not more than five hundred dollars ($5001). Name Address City 02 State License # License Class City Business License # LGF 315'22 Designer Name Address City State/Zip Telephone State License # A.OMPENSATL Workers' Compensation Declaration: I hereby affirm under penalty of perjury one of the following declarations: I have and will maintain a certificate of consent to,self.insure for workers' compensation as provided by Section 3700of the Labor Code, for the performance of the work for which this permit is issued. 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 ($1001 OR LESS) CERTIFICATE OF EXEMPTION: I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the Workers' Compensation Laws of California. WARNING: Failure to secure workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and civil fines up to one hundred thousand dollars ($100,000), in addition to the cost of compensation, damages as provided for In Section 3706 of the Labor code, interest and attorney's fees.. SIGNATURE DATE I7OWNER BUILDER DEcnATloN:..5 TIJ TI - :TTT -- I heieby affirm that I am exempt from the Contractor's License Law for the following reason: I, as owner of the property or my employees with wages as their sole compensation, will do the work and the structure is not intended or offered for sale (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 soldwithin one year of completion, the owner-builder will have the burden of proving that he did not build or improve for the purpose of sale). 0 I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and contracts for such projects with contractor(s) licensed pursuant to the Contractor's License Law). . I am exempt under Section Business and Professions Code for this reason: I personally plan to provide the major labor and materials for Construction of the proposed property improvement. g YES ONO I (have / have not) signed an application for a building permit for the proposed work. I have contracted with the following person (firm) to provide the proposed construction (include name / address / phone number I contractors license number): I plan to provide portions of the work, but I have hired the following person to coordinate, supervise and provide the major work (include name I address I phone. number / Contractors license number): 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 thO Presley-Tanner Hazardous Substance Account Act? 0 YES 0 NO Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? 0 YES 0 NO Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? 0 YES 0 NO IF ANY OF THE ANSWERS ARE YES, A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED UNLESS THE APPLICANT HAS MET OR IS MEETING THE REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT. BIJCONSTRUCTION LENDING 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(i) Civil Code). LENDER'S NAME . LENDER'S ADDRESS_______________________________________________________ ,.. ... -.. . . ._ J -•-" . 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 OffJpll 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 comme d within 1Øhys 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 comm ed or a p 94pf 180 days (Section 106.4.4 Uniform Building Code). APPLICANTS SIGNATURE i___,,. DATE 7// 0.7 WHITE: File YELLOW: Applicant PINK: Finance Legal Inspection List Permit#: CB022694 •Type: RESDNTL RAD SHEDLEY RES-721 SF 1ST & 2ND STORY ADD,+ 55 SF TO BEDRM,42 SF BA Date Inspection Item Inspector Act Comments 09/11/2003 89 Final Combo - RI 09/11/2003 89 Final Combo PD AP 09/09/2003 89 Final Combo - RI 09/09/2003 89 Final Combo PD CO ON CARD 04/25/2003 17 Interior Lath/Drywall JM AP 04/25/2003 18 Exterior Lath/Drywall JM AP 04/21/2003 16 Insulation JE AP OK TO DRYWALL 04/16/2003 14 Frame/Steel/Bolting/Weldin JE AP 04/16/2003 24 Rough/Topout JE AP 04/16/2003 34 Rough Electric JE AP STAIRWAY SWITCH TO BE COMPLETED 04/16/2003 44 Rough/Ducts/Dampers JE AP NEW FAU UNIT OK 04/15/2003 24 Rough/Topout JE CA BY PHONE IN AM 04/15/2003 34 Rough Electric JE CA 04/15/2003 44 Rough/Ducts/Dampers JE CA 04/0212003 34 Rough Electric PD CA 03/25/2003 18 Exterior Lath/Drywall PD NR 03/03/2003 14 Frame/SteeVBoltinglWeldin PD WC 03/03/2003 15 Roof/Reroof PD AP 03/03/2003 68 Fireplace/Tie Straps PD PA 02/06/2003 13 Shear Panels/HD's PD AP OK TO WRAP 01/31/2003 11 Ftg/Foundation/Piers PD AP GARAGE FRONT 01/31/2003 14 Frame/SteeVBoltinglWeldin PD AP FCR SHEATH 01/22/2003 11 Ftg/Foundation/Piers PD AP 01/17/2003 21 Underground/Under Floor PD WC 01/17/2003 23 Gas/Test/Repairs PD AP UNDERSLAB 01/13/2003 21 Underground/Under Floor PD AP 01/13/2003 24 Rough/Topout PD WC Friday, September 12, 2003 Page 1 of 1 City of Carlsbad Bldg Inspection Request For: 09/11/2003 Permit# CB022694 Inspector Assignment: PD Title: SHEDLEY RES-721 SF 1ST & 2ND Description: STORY ADD,+ 55 SF TO BEDRM,42 SF BATH IN GARAGE Type: RESDNTL Sub Type: RAD Phone: 7608053195 Job Address: 2445 SIERRA MORENA AV Suite: Lot 0 Location: Inspector ( a APPLICANT SHEDLEY EDWARD F&ROBERTSON DEBRA T Owner: SHEDLEY EDWARD F&ROBERTSON DEBRA T Remarks: Total Time: Requested By: ED Entered By: CHRISTINE CD Description 19 Final Structural 29 Final Plumbing 39 Final Electrical 49 Final Mechanical Act Comment Associated PCRs/CVs Inspection History Date Description Act lnsp Comments 09/09/2003 89 Final Combo CO PD ON CARD 04/25/2003 17 Interior Lath/Drywall AP JM 04/25/2003 18 Exterior Lath/Drywall AP JM 04/21/2003 16 Insulation AP JE OK TO DRYWALL 04/16/2003 14 Frame/Steel/Bolting/Welding AP JE 04/16/2003 24 Rough/Topout AP JE 04/16/2003 34 Rough Electric AP JE STAIRWAY SWITCH TO BE COMPLETED 04/16/2003 44 Rough/Ducts/Dampers AP JE NEW FAU UNIT OK 04/15/2003 24 Rough/Topout CA JE BY PHONE IN AM 04/15/2003 34 Rough Electric CA JE 04/15/2003 44 Rough/Ducts/Dampers CA JE 04/02/2003 34 Rough Electric CA PD 03/25/2003 18 Exterior Lath/Drywall NR PD 03/03/2003 14 Frame/Steel/Bolting/Welding WC PD 03/03/2003 15 Roof/Reroof AP PD 03/03/2003 68 Fireplace/Tie Straps PA PD SOILS TESTIN 3208 CarolyirCircieL: .Ocenside' Caiifornia-92054 (760) 435-9534 Job#. 02S-859 January 22, 2003 Mr. Ed Shedley 2445 Sierra MorenaAve. Carlsbad,.. Ca.. 92008 RE: Proposed Re-Model 2445 Sierra Morena Ave., Carlsbad,.Ca. 92008 Dear Mr. Shedley: In accordance with your authorization,.oa.1L22L0.3an agent,ofour.firin.peiformeda limited site investigaión ofthesubjectpróerty The investigation- coñàistidtNisuäi. documentation of the existing:foundationexcavations::for.the proposed re-model. Depths, widths and steel reinforcement were found to bein complianci with approved plans nd specifications. Should you have. any questions regarding..this matter please feel free to contact, our office. Sincerely, Project Engineer GK:kw cc: (1) file, (1) Cliellt Geotechnical Engineering Carl Schmidt Inspection Services, In P.O BA 118403 San Diego, CA 92177-8403 (619) 855-9252 SPECIAL INSPECTION REPORT Project: 5 A e- d/L,7 ,4r!/c/,7',d 7 Address: 2_ 9 9f 'S,e t-r .. /Plo r'--e City: Permit Number: C86 2 Z6-9Z Plan File Number: TYPE OF OBSERVATIONS: Reinforcing Steel ____ Reinforced Concrete Structural Masonry Field Welding Epoxy )( Prestressed Concrete Shop Welding ____ Bolting Fireproofing Number of Samples: ______ Type: MaterialsfDesignMixlPsi:/4 -JO 7,0 .5', 't-, S r .z- c . c .5 Z -7'/ Date: REPORT 7C , ¶,/ " 7L , o c/s ,"107 76 0 £1 C, ('-€- rae. Ic. 1-CJIl (z d ) c /ê" Pocv'r 1-iro oT LrT I!, ~ Tvpi Pr--ep / . ,11/ A6 ic ofr-,/fe I i4 08.2 -e--1 'ek/i, c cs( 6/ -' (?L4rI ;s' -r e. //4r-,A, - WORK INSPECTED CONFORMS WITH APPROVED PLANS AND SPECIFICATIONS UNLESS OTHERWISE NOTED é Vt TIME IN: 7 .'10 0 TIME OUT: Inspector (Print) Certification # General Contractor: c"c/ f.e Address:_____________________________________ Inspector's Signature City: Phone: Authorized Job Site Contact Signature ri Schmidt InsDection Services. In P.O. Bix 1784 San Diego, CA 92177-8403 (619) 855-9252 SPECIAL INSPECTION REPORT Project: e all Address: 2 Y'S Ste -r 91 'ej Ct City: I Permit Number: C ' 2- Plan File Number: TYPE OF OBSERVATIONS: Reinforcing Steel Reinforced Concrete Structural Masonry Epoxy -)L Prestressed Concrete ____ Shop Welding ____ Bolting Number of Samples: ______ Type: Field Welding Fireproofing - Materials/DesignMix/Psi: - -7 C' 7, ç -re , S'E 7 Date: 2.lDO3 REPORT 4 " .-frhi-ecf.ec/ ;- eoci- ___4 Pot HTrzz 4.#(i7L4 8 ' .e-.i- Ce d' , e 7 7-uc cL r Ala r7-4 LJ&//. '7114J0q1 j'CiôM., o O 'L 7 K o 'i ' i 1/. 4/I .4 CS Ae-c £Jer-L 6(rAecv 4i.d /t&/&i t ,51 tà WORK INSPECTED CONFORMS WITH APPROVED PLANS AND SPECIFICATIONS UNLESS OTHERWISE NOTED cIT TIME IN: TIME OUT: Inspector (Print) Certification # / General Contractor: .>4 Address: Inspector's Signature City: Phone: Authorized Job Site Contact Signature •. EsGil Corporation 1n fPartner.c/ilp wit/i government for rBui(iling Safety DATE: 11119/02 U APPLICANT JURI-. JURISDICTION: Carlsbad U REVIEWER U FILE PLAN CHECK NO.: 02-2694 SET: II PROJECT ADDRESS: 2445 Sierra Morena Ave. PROJECT NAME: Room Additions/ Remodel for Shedley 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. M The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. - LI The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. LI The applicant's copy of-the check list is enclosed for the jurisdibtion to forward to the applicant contact person. The applicant's copy ofthe check list has been sent to: Esgil Cbrporation 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 LI REMARKS: By: Ray Fuller Enclosures: Esgil Corporation 0 GA 0 MB 0 EJ 0 PC 11/12/02 tmsmtl.dot 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858) 560-1468 • Fax (858) 560-1576 EsGil Corporation In 2'artners/lip with government for Building Safety DATE: 09120/02 JURISDICTION: Carlsbad PLAN CHECK NO.: 02-2694 SET: I PROJECT ADDRESS: 2445 Sierra Morena Ave. O APPLICANT U PLAN REVIEWER O FILE PROJECT NAME: Room Additions/ Remodel for Shedley 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 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. LI 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: Alex Faulkner 2120 Jimmy Durante Blvd. Suite 117 Del Mar, Ca. 92014 Esgil Corporation staff did not advise the appliäant that the plan check has been completed. Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Alex Faulkner Telephone #: (858) 481-1819 Date contacted:- 2o-a2. (by: &1o4 Fax #: (858) 755-8186 Mail ,,Telephone...-Fax --'In Person El REMARKS: By: Ray Fuller Enclosures: Esgil Corporation EJGA 0MB DEJ DPC 09/12/02 tmsmtLdot 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858) 560-1468 • Fax (858) 560-1576 Carlsbad 02-2694 09/20/02 PLAN REVIEW CORRECTION UST SINGLE FAMILY DWELLINGS AND DUPLEXES PLAN CHECK NO.: 02-2694 JURISDICTION: Carlsbad PROJECT ADDRESS: .2445 Sierra Morena Ave. FLOOR AREA: Additions 818 REMARKS: DATE PLANS RECEIVED BY JURISDICTION: 09/04/02 DATE INITIAL PLAN REVIEW COMPLETED: 09/20/02 STORIES: 2 HEIGHT: 21 ft per UBC DATE PLANS RECEIVED BY ESGIL CORPORATION: 09/12/02 PLAN REVIEWER: Ray Fuller 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 02-2694 09/20/02 PLANS 1. Please make all corrections on the original tracings, as requested in the correction list. Submit three sets of plans for commercial/industrial projects (two sets of plans for residential projects). For expeditious processing, corrected sets can be submitted in one of two ways: Deliver all corrected sets of plans and calculations/reports directly to the City of Carlsbad Building Department, 1635 Faraday Ave., Carlsbad, CA 92009, (760) 602-2700. The City will route the plans to EsGil Corporation and the Carlsbad Planning, Engineering and Fire Departments. 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. 2. Plans and calculations shall be signed and sealed by the California state licensed engineer responsible for their preparation. Specify expiration date of license. 3. Per City policy: All new residential buildings, including additions, require a soils 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 soils report is not required. The report shall include foundation design recommendations based on the engineer's findings and shall comply with UBC Section 1804. 4. 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. 5. Investigate the potential for seismically induced soil liquefaction and soil instability in Seismic Zones 3 and 4. Section 1804.5 6. The soils engineer recommended 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: The building pad was prepared in accordance with the soils report, The utility trenches have been properly backfilled and compacted, and The foundation excavations, the soils expansive characteristics and bearing capacity conform to the soils report." Carlsbad 02-2694 09/20/02 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). Note on the plan the soils classification, whether or not the soil is expansive and note the allowable bearing value. Section 106.3.3. On the cover sheet of the plans, specify any items requiring special inspection, in a format similar to that shown below. Section 106.3.2. . REQUIRED SPECIAL INSPECTIONS In addition to the regular inspections, the following checked items will also require Special Inspection in accordance with Sec. 1701 of the Uniform Building Code. ITEM SOILS COMPLIANCE PRIOR TO FOUNDATION INSPECTION EXPANSION/EPDXY ANCHORS REQUIRED? REMARKS Need to provide soils report to verify When special inspection is required, the architect or engineer of record shall prepare an inspection program which shall be submitted to the building official for approval prior to issuance of the building permit. Please review Section 106.3.5. Please complete the attached form. Shear panel schedule taped on sheet SI to be imprinted on the plans. Smoke detectors required on each floor. Could not locate for 1st Provide Strong Wall details and reference to the plans. Show deepen footings for minimum 25" embedment required for the SSTB28's with additional 3" clearance required below the bolts. Provide fireplace construction details or note construction to be per attached fireplace standard drawing. Chapter 31. Framing plan needs to reflect 2" clearances* required to masonry fireplace. How will new exhaust fan under stairs be addresses? This is to be 1 hour protected and fan/duct not approved for penetration. Option is to mount on wall. Show head height at 1/2 bath to be a minimum of 7 ft. Appears to be less with stairs encroaching into to required head room. Could not locate the overflow required for drain off bedroom 2 on sheet A-2. Are drain(s) existing or new? CarlSbad 02-2694 09/20/02 Provide truss calculations for this project and truss numbers to be on the plans. Assume that truss above bedroom I where removing wall was a gable end truss and therefore not designed to be self supporting. Is a structural truss to be added to this existing truss to support loads or is a 10 1/2 ft beam to be added at this location? Sections provided need to specify ceiling heights i.e. on sheet S-I Note or show on plans that all rake walls are to be ballooned framed. Could not locate the calculations for the floor joist - I 3h x 9 1/2" spanning 22 ft. If hold downs are required, note on plan that hold down anchors must be tied in place prior to foundation inspection. Section 108.5.2. Per UBC Section 2321.4, provide the following note on the plans if trusses are used: "Each truss shall be legibly branded, marked or otherwise have permanently affixed thereto the following information located within 2 feet of the center of the span on the face of the bottom chord: Identity of the company manufacturing the truss. The design load. The spacing of the trusses.". 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 L3 No U 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 Ray Fuller at Esgil Corporation. Thank you. Catlsbad 02-2694 09/20/02 City of Carlsbad Buildi ng-D e p a rtmentii BUILDING DEPARTMENT NOTICE OF REQUIREMENT FOR SPECIAL INSPECTION Do Not Remove From Plans Plan Check No. 02-2694 Job Address or Legal Description 2445 Sierra Morena Ave. Owner it1 17L Address 9t S>e,4r.4 *fd'/eoj4 You are hereby notified that in addition to the inspection of construction provided by the Building Department, an approved Registered Special Inspector is required to provide continuous inspection during the performance of the phases of construction indicated on the reverse side of this sheet. The Registered Special Inspector shall be approved by the City of Carlsbad Building Department prior to the issuance of the building permit. Special Inspectors having a current certification from the City of San Diego, Los Angeles, or ICBO are approved as Special Inspectors for the type of construction for which they are certified. The inspections by a Special Inspector do not change the requirements for inspections by personnel of the City of Carlsbad building department. The inspections by a Special Inspector are in addition to the inspections normally required by the County Building Code. The Special Inspector is not authorized to inspect and approve any work other than that for which he/she is specifically assigned to inspect. The Special Inspector is not authorized to accept alternate materials, structural changes, or any requests for plan changes. The Special Inspector is required to submit written reports to the City of Carlsbad building department of all work that he/she inspected and approved. The final inspection approval will not be given until all Special Inspection reports have been received and approved by the City of Carlsbad building department. Please submit the names of the inspectors who will perform the special inspections on each of the items indicated on the reverse side of this sheet. .2• 9 1 'I Carlsbad 02-2694 09/20/02 SPECIAL INSPECTION PROGRAM ADDRESS OR LEGAL DESCRIPTION: ZV9'SS/c,.çc4 /t14AAfA AiM. PLAN CHECK. NUMBER: OZ-7/ OWNER'S NAME: I, as the owner, or agent of the owner (contractors may ot employ the special inspector), certify that I, or the architect/engineer of record, will be responsible for employing the special inspector(s) as required by Uniform Building Code (UBC) Section 1701.1 for the construction project located at the site listed above. UBC Section 106.3.5. I, as the engineer/architect of record, certify that I have prepared the following special inspection program as required by UBC Section 106.3.5 for the construction project located at the site listed above. Enginee?slArChltect's Seal & Signature Here 1. List of work requiring special inspection: Soils Compliance Prior to Foundation Inspection L1 Field Welding LI Structural Concrete Over 2500 PSI LI High Strength Bolting LI Prestressed Concrete Expansion/Epoxy Anchors U Structural Masonry LI Sprayed-On Fireproofing 0 Designer Specified Other 2. Name(s) of individual(s) or firm(s) responsible for the special inspections listed above: C X 5 - . 3. Duties of the special inspectors for the work listeabove: - - /&srA 2sAThMJ F J 8c'L , __________________________________________ Carlsbad' 02-2694 09/20/02 VALUATION AND PLAN CHECK FEE JURISDICTION: Carlsbad PLAN CHECK NO.: 02-2694 PREPARED BY: Ray Fuller DATE: 09/20/02 BUILDING ADDRESS: 2445 Sierra Morena Ave. BUILDING OCCUPANCY: R3 TYPE OF CONSTRUCTION: VN BUILDING PORTION AREA (Sq. Ft.) Valuation Multiplier Reg. Mod. VALUE ($) Additions 818 Per City Est. 83,430 Air Conditioning Fire Sprinklers TOTAL VALUE 83,430 Jurisdiction Code ICB IBY Ordinance I Bldg. Permit Fee by Ordinance I $475.96 Plan check Fee by Ordinance 1 W 1 I Type of Review: I Complete Review fl Structural Only 0 Repetitive Fee 0 Other I ' I Repeats o Hourly Hour * Esgil Plan Review Fee I $266!541 Comments: Sheet I of I macvalue.doc City of Carlsbad BUILDING PLANCHECK CHECKLIST DATE: .9172-316 2- PLANCHECK NO.: CB 22 2IV BUILDING ADDRESS: 244 PROJECT DESCRIPTION: ASSESSOR'S PARCEL NUMBER: /7- ,'6,O -37 EST. VALUE: 5, 4'3 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 tothese 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. ED A Right-of-Way permit is required prior to construction of the following improvements: DENIAL Please see the attached report of deficiencies marked with 0. 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. Date: By: Date: By: Date: ENGINEERING By: AUTHORIZATION TO ISSUE BUILDING PERMIT: Date: 4147 ENTS ENGINEERING DEPT. CONTACT PERSON Dtffcation Application Name: Karen Saul El Dedication Checklist City of Carlsbad O Improvement Application Address: 1635 Faraday Avenue, Carlsbad, CA 92008 Improvement Checklist Phone: (760) 602-2775 0 Future Improvement Agreement CFD INFORMATION 0 Grading Permit Application Parcel Map No: 5'/ Grading Submittal Checklist Lots: Right-of-Way Permit Application Recordation: Right-of-Way Permit Submittal Checklist and Information Sheet El Sewer Fee Information Sheet Carlsbad Tract: ( - SrERSWORMS -CHECKUSTS .3UIL9JGPLNECKCKL H:DeveIoPtecera ay Avenue • ar s a , M OOá-7314 (?e6)io6O2-272O FAX (760) 602-8562 BUILDING PLANCHECK CHECKLIST (1-'— SITE PLAN ¼iAJ( q- yq) n ND /2w 3RD 1. Provide a fully dimensioned site plan drawn to scale. Show: / North Arrow Existing & Proposed Structures Existing Street Improvement!7 Property Lines V )?1j Easements ° ,4',ii 4 " Right-of-Way Width & Adjacent Streets Driveway widths Existing or proposed sewer lateral Existing or proposed water service Existing or proposed irrigation service Show on site plan: X Drainage Patterns /.' 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 J' 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 PB Assessor's Parcel Number C Legal Description For commercial/industrial buildings and tenant improvement projects, include: total building square footage with the square footage for each different use, existing sewer permits showing square footage of different uses (manufacturing, warehouse, office, etc.) previously approved. EXISTING PERMIT NUMBER DESCRIPTION 01 H:WORDDOCSCLSTDuiIthtig Pbnthedi CRt5t Form (Gemftdac 2 Rev. 7114100 BUILDING PLANCHECK CHECKLIST 1ST 2N0 3 rd DISCRETIONARY APPROVAL COMPLIANCE El El 4a. Project does not comply with the following Engineering Conditions of approval for VProject No._________________________________________________________ El 0 El 4b. All conditions are in compliance. Date: DEDICATION REQUIREMENTS ~k 0 0 5. Dedication for all street Rights-of-Way adjacent to the building site and any storm drain or utility easements on the building site is required for all new buildings and for remodels with a value at or exceeding $15.000, pursuant to Carlsbad (JLMJ Municipal Code Section 18.40.030. f ,r 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 El El El 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 18.40.040. 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 HWORDD005CHeLSfl8uiing PIan,ecIi Cklst Form (RIDDLE - HARVEY 7.1200).doc 3 Rev. 12128196 Ii 1ST 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: 0 0. 0 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. I Future public improvements required as follows: 0 6c. Enclosed please find your Future Improvement Agreement. Please return agreement signed and notarized to the Engineering Department. Future Improvement Agreement completed by: Date: U 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. U I 0 7a. Inadequate information -available on Site Plan to make a determination on grading requirements. Include accurate grading quantities (cut, fill import, export). U 0 0 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: U U U 7c. Graded Pad Certification required. (Note: Pad certification may be required even if a grading permit is not required.) H:WORDDOcSCHKLSTBuIIding PancJeck Ckiat Fami (Genetic 7-14.CO)dac 4 Roy. 711 MW BUILDING PLANCHECK CHECKLIST 1ST 2ND 3RD 11 El 11 13 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 drain, sewer and water utilities. Right-of-Way permit required for: EJ 0 9. INDUSTRIAL WASTE PERMIT If your facility is located in the City of Carlsbad I" sewer service area, you need to contact the Carlsbad Municipal Water District, located at 5950 El Camino Real, Carlsbad, CA 92008. District personnel can provide forms and assistance, and will check to see if your business enterprise is on the EWA Exempt List. You may telephone (760) 438-2722, extension 7153, for assistance. Industrial Waste permit accepted by: Date: Jr 0 0 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. 0 0 11. 0 Required fees are attached C ,Cf No fees required WATER METER REVIEW 0 0 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. HAWORMOCSCHMSMUMV Plandled, dust Form (Geneflc).doc 5 Rev. ?I141CO BUILDING PLANCHECK CHECKLIST 1ST 2ND 3RD 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). 12b. 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: 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: Q STA 1+00 Install 2" service and 1.5: meter (estimated 100 gpm) 2. 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 (wl 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 3. In general, all major sloped areas of a subdivision/project are to be irrigated via separate irrigation meters (unless the project is only SF0 with no HOA). As long as the project is located within the City recycled water HWoRopOcscHKLSTBuiknng Plandidc CkIt Fan,, (Gawft).doc 6 Rev. 7114100 4 I BUILDING PLANCHECK CHECKLIST 1& ND 3RD service boundary, the City intends on switching these irrigation services/meters to a new recycled water line in the future. 0 0 12c. Irrigation Use (where recycled water is available) Recycled water meters are sized the same as the irrigation meter above. 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. 0 0 Q 13. Additional Comments: H:WORDDOCSCHKLSTBuIIdkV Plaiic*,edc C1st Form (Generlc).doc 7 Rev. 7114100 PLANNING DEPARTMENT BUILDING PLAN CHECK REVIEW CHECKLIST Plan Check No. CB 0W,A4 Address L A1'-15 S ierr& More-no,.. Ay Planner Chris Sexton Phone (760) 6024624 APN: 1Th- Type of Project & Use::5. f. Net Project Density:DU/AC °Bneral Plan: I?Lrfl Facilities Management Zone: .. CFD (in/out) #_Date of participation: Remaining net dev acres:______ (For non-residential development: Type of land used created by this Circle One permit: ) Legend: Item Complete 0 Item Incomplete - Needs your action Environmental Review Required: YES ____ NO ...J 'TYPE DATE OF COMPLETION: Compliance with conditions of approval? If not, state conditions which require action. Conditions of Approval: Discretionary Action Required: YES ____ NO t/ TYPE APPROVAL/RESO. NO. DATE PROJECT NO. MM 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 Zone? YES____ NO i." CA Coastal Commission Authority? YES____ NO____ If California Coastal Commission Authority: Contact them at - 7575 Metropolitan Drive, Suite 103, San Diego CA 92108-4402; (619) 767-2370 Determine status (Coastal Permit Required or Exempt): Coastal Permit Determination Form already completed? YES____ NO____ If NO, complete Coastal Permit Determination Form now. Coastal Permit Determination Log #: Follow-Up Actions: Stamp Building Plans as "Exempt' or "Coastal Permit Required" (at minimum Floor Plans). Complete Coastal Permit Determination Log as needed. Inclusionary Housing Fee required: YES ____ NO - (Effective date of Inclusionary Housing Ordinance - May 21, 1993.) Data Entry Completed? YES ____ NO WP/Ds, Activity Maintenance, enter CB#, toolbar, Screens, Housing Fees, Construct Housing Y/N, Enter Fee, UPDATE!) Site Plan: H:\ADMlN\COUNTERBldgPlnchkRevChklst Rev 9/01 M CE 0 0 11.1. 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 (including all side and rear yard * slopes). Provide legal description of property and assessor's parcel number. - t .,,S •_ Policy 44- Neighborhood Architectural Design Guidelines Applicability: YES NO _....- Project complies YES NO________ Zoning: Setbacks: - Front: Required " Shown0'1 Interior Side: Required tOeh Lot u.'i ,tbt. Shown ic" Street Side: Required II'o t ttiLltl\ Shown-4fr Rear: Required Yfo .1f 1AiL±Jhown 3!5" Top of slope: Required ___Shown Accessory structure setbacks: Front: Required Shown Interior Side: Required - Shown Street Side: Required Shown Rear: Required ./ Shown Structure separation: Required,' Shown iii• 3. Lot Coverage: Required Shown_____________ 4. Height: Required ( Shown 0 It El 0 0 5. Parking: Spaces Required _ Shown - (breakdown by uses for commercial and industrial projects required) Residential Guest Spaces Required Shown 0 0 0 Additional Comments_______________________________________________________ OK TO ISSUE AND ENTERED APPROVAL INTO COMPUTER Jek-to_ DATE - H:\ADMIN\COUNTERBIdgPInchkRevChkIst Rev 9/01 SOILS TESTING 3208 CarolynCircie. Oceanside . California 92054 (760)435-9534 Job# 02S859 July 29, 2002 Mr. Ed.Shedley 2445 Sierra.Morena Ave Carlsbad; -Ca., 92008 RE: Limited Soils Investigation for Proposed Construction 2445 Sierra Morena Ave Carlsbad, Ca. 92008 Dear Mr Shedley: In accordance with your authorization, on 7/12/02 an agent of our firm performed a limited soils investigation of the subject property. We are pleased to submit herewith the report of that investigation. This report presents our findings from the investigation and our conclusions and recommendations, based upon those findings. Location: 2445 Sierra Morena Ave., Carlsbad, Ca. 92008 Investigation: The investigation was conducted to classic' soils at the base of and document dimensions of the existing foundations. Bulk.samples were removed from the site and an yzed for Grain Size Distribution and Expansion Index. Conclusions and Recommendations: Soils of Type SC were fotind at foundation level by sieve analysis with a safe bearing capacity of 1500 PSF per USC Table 18A and an Expansion Index of 47.2 (Low Potential Expansion). Removal and re-compaction of existing fill soils may be required. Please contact our office once concrete flatwork in Geotechnical Engineering the, area of the. proposed addition has, been removed. Due to the high density of formational sandstone on site and the relatively deep groundwater in the area, it. is our opmionihis site has a very low potential for seismically mduced soil hquefaction With regards to the near-source actor in Seismic Zone 4, the Rose canyon fat, appoximaely 10 kilometers Southwest of the site, appears to present the greatest seismic risk to the spbJect. site. The fc!!wpg table contains site specific seismic design criteria for the calculation. of seismic base shear. The, design criteria was obtained from. the Uniform. Building Code (1997 edition). Acoeffic t. of fliction of 4.O..imes the .4ed load may be used between the bearing soils and concrete foundations, walls, or floor slabs. Parameter Value" 'Reference S'eismic ZOne Factor, Z O40 'Table 16-I Soil r(,fikType . SC TieJ64 Seismic Coefficient, Ca 0.40Na Table 16- Seismic Coefficient. Cv 0_56Nv Table 16-R Near-Source. Factor. Na , 1.0 Table. 16-S N1ear-Source Factor. Nv .1.0 Table 16-T Seismic Source Type B Table 16-U It is our opinion the site is suitable for the proposed construction provided the recommendations contained, herein are adhered to. This report is for the samples tested onjy and there are no guarantees either stated or ip!!c4 relative to the stability oft1e site, Should you have any quçtpi regarding this matter pçç feelcc c contact our office. Sincerely, 4ge.opotot392 Project Eigmeer GK:kw Encl. cc: (1) Client; (1) File, (5) Alex Faulkner, Architect P.S. Site conditions may vary with time, hence this report is valid for one year only. Geotechnical Engineering FOUNDATION AND SLAB RECOMMENDATIONS FOR EXPANSIVE SOILS Expansion Index - 21-50 - Low Expansion I Story Footings All footings 12 inches deep. 12" wide minimum. Width per bearingcapacity calculations. Footings continuous. I no. 5 bar top and bottom 2 Story Footings . All footings. 18" deep. 15" wide minimum. Width per bearing capacity calculations. Footings continuous 1 no. 5 bar top and bottom. 3+ Story Footings All footings 24" deep. 18" wide minimum.. Width per bearing capacity calculations. Footings.-continuous... I no. 5 bar top and bottom. Garage Door 12 inches deep. Grade Beam . I no. 5 bar top and bottom. Occupied Area .4 inches thick. Floor Slabs 6x6-6/6 wire mesh at mid-height. 2 inches gravel or sand base. 6 mil visqueen moisture barrier plus 1 inch sand Unoccupied Area . 4 inches thick. Floor Slabs 6x6-616 wire mesh or quarter slabs. Isolate from stem wall footings. 2 inches rock, gravel or sand base. No moisture barrier required. Pre-soaking of Soak to 12 inches depth to 4% Sub-Slab Soils above optimum moisture content. NOTES: 1) All depths are relative to slab subgrade. 2) All footings should be continuous. Concrete slob with Welded wire fabric Sand layer Slob subgrode /7 Visqueen Gravel or sand base if required ____________________________________ x:•::• :•:.:.:::x1 c•:•x•:• .:•::•x• •• ____________________ .Rf.11uutllluuhlilllhll 111111 iliiiiHllhlitllufllllul fi .......... tet lllluIllhllulll I -T _ ........... Depth of exterior f1g 1 pth of _J1oaked soil __ P.=. Footing and steril wall reinforcing iitiI per structural Floor diaphragm ,- Joists Clearance :.:.::.:.:.:::.: ...... .......... .:::::.::. . . . . . . . . . . ....... Depth of Depth of Depth of interior ftg exterior ftg presoaked soil - _4 Footing and stem wall reinforcing per structural design r ALTERNATIVE 0 in Foundation embedment and slob on grade SOILS TESTING I 3208 Ca ircle • Oceanside • CaliforniaCalilorn 92054 Job No. IDate I z • t:o .w LLI Li Li C) Q -J __J O-..... U, • IL U,M Mm m ac .W C) C.) 14r_ L - Q:. >- • >< .-:.c iJ. : 0 * 5 TEST PIT DESCRIPTION Very Slightly Damp. Grayish Med. Brown, Silty Fine to Med. Sand- with •Organics TopsoiI Slightly Damp, Orangeish Lt. Brown, Clayey Fine to Med. Sand (Heavily Cemented) End of Excavation—No Changes 101 I I I I GROUND ELEVATION: Exist. Grade METHOD OF EXCAVATION: Hand—Excavated • w - TEST PIT NoT2 +- IL 5 . rn . (.)& M . c 0.. . o Cl) • ,, w• . w : a DESCRIPTION C) • \ Very Moist, Blackish Dark Brown, • . : - 1.7.2 . \ Clayey Fine to Course. Sand. with -- Organics .,. -- -. . \ \ (Topsoil) \ Damp, Mottled Grey, Orange, and \ Med.. Brown, Fine to Course Sandy Clay/Clayey Sand • . End of Excavation—No Changes 1 0- - - - - GROUND ELEVATION: Exist. Grade METHOD OF EXCAVATION: Hand—Excavated DATE OBSERVED: 7/12/02. LOGGED BY: KBW LOCATION:2445 Sierra Morena Ave. TEST PIT LOG SOILS TESTING - Job No. 3208 Carolyn Circle - Oceanside Co. 92054 - (760) 435.534 Date 7/29/02 ;: u nniu iu imu iuiiuu• uniirn _iu•••• •uiiu ua•• uiuiiu__ uniiui uu__nuuiu m•uui uiu• ___ iiuuus__ iiiuuui i• I:!II• •uui iu• iiiiu•u__ uuuuuui uu_____uun •uuuui 11uu ___iuiiva __ uinirn iu 111111 i••••_iiuiiu• __ uuiuuii iu 111111 iuiii uuia ___iiiiusu 111111 uiii IiUUTE-IIIIUUU __ ui1iii1 iu iiiiiu iiauiuu uiu••___ __ uiuiiuu iu iiuiuu rnuu •••• iiiuiu•__ ••iinui um ii•uuu •uiii uiu:iuuii••__ iiuuiii I. 111111 muii uuu•___uiniiva__ iiuuiii iu uii•u uou uuuiiuuimu __ uiniui i_____iiuuu• NNUS U SlUR UIIIIUI IU 111111 R•UUH SlUR IUIIUU .I.nhl low Million••uin lhlUUIIIUU•: uiuiuiu uu Huh •RUUIII uu•u• iiiiuiu RiIIiIIiIU__ Million RUiiii uuuu• iiiiiii •iuiuiii i• iuuu• •uin uu••• iuiiuu __ lhtIII IU-- -hifli• RUHU IhlUR_—UIIIUU TOPOI map printed on 07/29/02 from "Callfomta.tp0 and 'Untltled.tpQ" 11/U.000' W 117019.000'W WGS84 117018.000'W ' .. • , I - •' \ 1 / - L •gf, - _.. , 1 • " F1tRrA Ii*U..'S cvy\ I .. 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'F;.':.' .'.:-- •. • .. .: - s r ¼ ( - 111°20.000' W 117019.000 W WGS134 117018.000'W TNI'IMN . — I -----s ---'.1 13* IT13MI 0 ME Pth,tedftimT0POl 02001 Ns10eo6tephic Hci1dfr(www.topo.coni) 0?V83/282 13:58 8587558186 DESIGN BUILD PARTNER IMPORTANT INFORMATION ABOUT YOUR GEOTECHNICAL ENGINEERING REPORT More construction problems are caused by site subsur- face conditions than any other factor. As troublesome as subsurface problems can be. their frequency and extent have been lessened considerably in recent years, due in large measure to programs and publications of ASFE/ The Association of Engineering Firms Practicing in the Geosciences. The following suggestions and observations are offered to help you reduce the geotechnical-related delays, cost-overruns and other costly headaches that can occur during a construction project. A GEOTECHNICAL ENGINEERING REPORT IS BASED ON A UNIQUE SET OF PROJECT-SPECIFIC FACTORS A geotechnical engineering report is based on a subsur- face exploration plan designed to incorporate a unique set of project-specific factors. These typically include: the general nature of the structure involved, its size and configuration: the location of the structure on the site and its orientation; physical concomitants such as access roads, parking lots, and underground utilities. and the level of additional risk which the client assumed by virtue of limitations imposed upon the exploratory program. To help avoid costly problems. consult the geotechnical engineer to detetmine how any factors which change subsequent to the date of the report may affect its recommendations. Unless your consulting geotechnical engineer indicates otherwise, your geotechnical engineering report should not be used: When the nature of the proposed structure is changed. for example. if an office building will be erected instead of a parking garage, or if a refriger- ated warehouse will be built instead of an unre- frigerated one; when the size or configuration of the proposed structure is altered: when the location or orientation of the proposed structure is modified: when there is a change of ownership. or for application to an adjacent site. Geotechnical engineers cannot accept responsibility for prohh'nis which may develop if they are not consulted after fwtors conid- ered in their report's development have changed MOST GEOTECHNICAL "FINDINGS" ARE PROFESSIONAL ESTIMATES Site exploration identifies actual subsurface conditions only at those points where samples are taken. when they are taken. Data derived through sampling and sub- sequent laboratory testing are extrapolated by gco- technical engineers who then render an opinion about overall subsurface conditions, their likely reaction to proposed construction activity, and appropriate founda-' tion design. Even under optimal circumstances actual conditions may differ from those inferred to exist. because no geotechnical engineer, no matter how qualified, and no subsurface exploration program. no matter how comprehensive, can reveal what is hidden by earth, rock and time. The actual interface between mate- rials may be'far more gradual or abrupt than a report indicates. Actual conditions in areas not an may differ from predictions. Nothing can be done to prevent the unanticipated, but steps can be taken to help minimize their impact. For this reason, most experienced owners retain their geolechnical consultants through the construction stage, to iden- tify variances, conduct additional tests which may be needed, and to recommend solutions to problems encountered on site. SUBSURFACE CONDITIONS CAN CHANGE Subsurface conditions may be modified by constantly- changing natural forces. Because a geotechnical engi- neering report is based on conditions which existed at the time of subsurface exploration, construction decisions should not be based on a geotechnical engineering report whose adequacy may have been affected by time. Speak with the geo- technical consultant to learn if additional tests are advisable before construction starts. Construction operations at or adjacent to the site and natural events such as floods, earthquakes or ground- water fluctuations may also affect subsurface conditions and, thus, the continuing adequacy of a geotechnical report. The geotechnical engineer should be kept apprised of any such events, and should be consulted to determine if additional tests are necessary GEOTECHNICAL SERVICES ARE PERFORMED FOR SPECIFIC PURPOSES AND PERSONS Geotechnical engineers' reports are prepared to meet the specific needs of specific individuals. A report pre- pared for a consulting civil engineer may not be ade- quate for a construction contractor, or even some other consulting civil engineer. Unless indicated otherwise. this report was prepared expressly for the client involved and expressly for purposes indicated by the client. Use by any other persons for any purpose. or by the client for a different purpose. may result in problems. No indi- vidual other than the client should apply this report for its intended purpose without first conferring with the geotechnical engineer. No person should apply this report for any purpose other than that originally contemplated without first conferring with the geolechnical engint'e,: A GEOTECHNICAL ENGINEERING REPORT IS SUBJECT TO MISINTERPRETATION Costly problems can occur when other design profes- sionals develop their plans based on misinterpretations of a geotechnical engineering report. 'lb help avoid these problems, the geotechnical engineer should be retained to work with other appropriate design rofes- sionals to explain relevant geotechnical findings and to review the adequacy of their plans and specifications relative to geotechnical issues. BORING LOGS SHOULD NOT BE SEPARATED FROM THE ENGINEERING REPORT Final boring logs-are developed by geotechnical engi- neers based upon their interpretation of field logs (assembled by site personnel) and laboratory evaluation of field samples. Only final boring logs customarily are included in geotechnical engineering reports. These logs should not under any circumstances be redrawn for inclusion in architectural or other design drawings, because drafters may commit errors or omissions in the transfer process. Although photographic reproduction eliminates this problem, it does nothing to minimize the possibility of contractors misinterpreting the logs during bid prepara- tion. When this occurs, delays, disputes and unantici- pated costs are the all-too-frequent result. To minimize the likelihood of boring log misinterpreta- tion, glue contractors ready access to the complete geotechnical engineering report prepared or authorized for their use. Those who do not provide such access may proceed Un- der the mistaken impression that simply disclaiming re- spônsibility for theaccuracy of subsurface information always insulates them from attendant liability. Providing the best available information to contractors helps pre- vent costly construction problems and the adversarial attitudes which aggravate them to disproportionate scale. . . READ RESPONSIBILITY CLAUSES CLOSELY Because geotechnical engineering is based extensively on judgment and opinion, it is far less exactthan other design disciplines. This situation has resulted in wholly unwarranted claims being lodged against geotechnical consultants. 'lb help prevent this problem, geotechnical engineers have developed model clauses for use in writ- ten transmittals. These are not exculpatory clauses designed to foist geotechnical engineers' liabilities onto someone else. Rather, they are definitive clauses which identify where geotechnical engineers' responsibilities begin and end. Their use helps all parties involved rec- ognize their individual responsibilities and take appro- priate action. Some of these definitive clauses are likely to appear in your geotechnical engineering report, and you are encouraged to read them closely. Your geo- technical engineer will be pleased to give full and frank answers to your questions. OTHER STEPS YOU CAN TAKE TO REDUCE RISK Your consulting geotechnical engineer will be pleased to discuss other techniques which can be employed to mit- igate risk. In addition, ASFE has developed a variety of materials which may be beneficial. Contact ASFE for a complimentary copy of its publications directory. Published by A S FE THE ASSOCIATION OF ENGINEERING FIRMS PRACTICING IN THE GEOSCIENCES 8811 Colesville Road/Suite C 106/Silver Spring, Maryland 20910/(301) 565-2733 0711K/3M Cit of Ca 7 PAYMENT OF SCHOOL FEES OR OTHER MITIGATION This form must be completed by the City, the applicant, and the appropriate school districts and returned to the City prior to issuing a building prmit. The City will not issue any building permit without a completed school fee form. Project Name: V '$qe'ey Building Permit Plan Check Number: Project Address: 2_L(L( S,,ro. r..&. A.P.N.: 1. (1 - - 1 ' CID Project Applicant (Owner Name(s): Project 'Description: 1 ¶L.*0 u BUILDING TYPE: Residential: Number of New Dwelling Units Square Feet of Living Area in New Dwelling Second Dwelling Unit: Square Feet of Living Area in SDU. Residential Additions: Net Square Feet New Area Commercial/Industrial: City Certification of applicant's information: SCHOOL DISTRICTS WITHIN THE CITY OF CARLSBAD r sbad Unified School District San Marcos Unified School District 801 Pine Ave. 215 Mata Way Carlsbad CA 92009 (729-9j)/' San Marcos, CA 92069 (290-2649) Encinitas Union School District San Dieguito Union High School District 101 South Rancho Santa Fe Rd 710 Encinitas Blvd. Encinitas, CA 92024 (944-4300) Encinitas, CA 92024 (753-6491) Certification of Applicant/Owners. The person executing this declaration ("Owner") certifies under penalty of perjury that (1) the information provided above is correct and true to the best of the Owner's knowledge, and that the Owner will file an amended certification of payment and pay the additional fee if Owner requests an increase in the number of dwelling units or square footage after the building permit is issued or if the initial determination of units or square footage is found to be incorrect, and that (2) the Owner is the owner/ developer of the above described project(s), or that the person executing this declaration is authorized to sign on behalf of the Owner. Signature: 1w,J. 4Lm Date: ,4iotj i..( or.. SCHOOL DISTRICT SCHOOL FEE CERTIFICATION (To be completed by the school district(s)) 1635 Faraday Avenue • Carlsbad, CA 92008-7314 • (760) 602-2700 • FAX (760) 602-8560 PvkrI AI17ff1fl THIS FORM INDICATES THAT THE SCHOOL DISTRICT REQUIREMENTS FOR THE PROJECT HAVE BEEN OR WILL BE SATISFIED. SCHOOL DISTRICT: The undersigned, being duly authorized by the applicable School District, certifies that the developer, builder, or owner has satisfied the obligation for school facilities. This is to certify that the applicant listed on page 1 has paid all amounts or completed other applicable school mitigation determined by the School District. The City may issue building permits for this project. SIGNATURE OF AUTHORIZED SCHOOL DISTRICT OFFICIAL TITLE NAME OF SCHOOL DISTRICT Gal'en Freeman Assistant Superintendent Business Services ,ol D stric Crid, C'i ri1 2OO8 DATE PHONE NUMBER PøvirI dllllflfl