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Home My WebLink About2807 CREST DR; ; CB040486; Permit04-12-2004 Job Address: Permit Type: Parcel No: Valuation: Occupancy Group: # Dwelling Units: Bedrooms: Project Title: Applicant: LANCIAL RONALD 2807 CREST DRIVE CARLSBAD 92008 760 434-3711 City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 Residential Permit Permit No: CB040486 Building Inspection Request Line (760) 602-2725 2807 CREST DR CBAD RESDNTL 1561524600 $353,177.00 1 Sub Type: SFD Lot #: 0 Construction Type: NEW Reference #: Structure Type: SFD Bathrooms: 4 LANCIAL RESIDENCE 3,800 SF HOUSE,884 SF GARAGE.712 SF PORCH Owner: LANCIAL RONALD 2807 CREST DRIVE CARLSBAD 92008 760434-3711 Status: ISSUED Applied: 02/13/2004 Entered By: MDP Plan Approved: 04/12/2004 Issued: 04/12/2004 Inspect Area: Orig PC#: Plan Check#: 9706 04/12/04 0002 01 CGP 02 26181-51 Building Permit Add'l Building Permit Fee Plan Check Add'l Plan Check Fee Plan Check Discount Strong Motion Fee Park in Lieu Fee Park Fee LFM Fee Bridge Fee Other Bridge Fee BTD #2 Fee BTD #3 Fee Renewal Fee Add'l Renewal Fee Other Building Fee Pot. Water Con. Fee Meter Size Add'l Pot. Water Con. Fee Reel. Water Con. Fee $1,328.88 Meter Size $0.00 Add'l Reel. Water Con. Fee $863.77 Meter Fee $0.00 SDCWA Fee $0.00 CFD Payoff Fee $35.32 PFF $0.00 PFF (CFD Fund} $0.00 License Tax $0.00 License Tax (CFD Fund) $0.00 Traffic Impact Fee $0.00 Traffic Impact (CFD Fund) $0.00 Sidewalk Fee $0.00 PLUMBING TOTAL $0.00 ELECTRICAL TOTAL $0,00 MECHANICAL TOTAL $0.00 Housing Impact Fee $2,999.00 Housing InLieu Fee D5/8 Housing Credit Fee $0.00 Master Drainage Fee $0.00 Sewer Fee Additional Fees TOTAL PERMIT FEES $0.00 $140.00 $2,004.00 $0.00 $6,427.82 $5,933.37 $0.00 $0.00 $460.60 $519.40 $0.00 $238.00 $110.00 $65.50 $0.00 $4,515.00 $0.00 $477.62 $927.00 $0.00 $27,045.28 Total Fees: $27,045.28 Total Payments To Date:$863.77 Balance Due: $26,181.51 Inspector: FINAL APRBOVAL Date:Clearance: NOTICE: Please take NOTICIjrfhat 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, sel aside, void, or annul their imposition. You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capacity changes, nor planning, zoning, grading or other similar application processing or service fees in connection with this project. NOR DOES IT APPLY to any fees/exactions of which vou 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 FOR OFFICE USE ONLY PLAN CHECK NO. EST. VAL. Plan Ck. Deposit Validated By Date AdSress (include Bldg/Suite #)Business Name (at this address) Legal Description Lot No.Subdivision Name/Number Unit No. Phase No. Total # of units 5284 02/13/04 QQQ2 Ql 02 Assessor's Parcel Existing Use Proposed Use Description of Work if of Bedrooms of Bathrooms§63.77 Name Address eat'for State/Zip Telephone #Fax* Name 6. CONTRACTOR - COMPANY NAME (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 [$500]). Name State License # Address License Class City State/Zip City Business License # Telephone # 1 t&t/HAQ Tz.£>f&HtQlfQ& fA ~7&& %£**? 331 k Designer Name State License # Address City State/Zip Telephone Workers' Compensation Declaration: I hereby affirm under penalty of perjury one of the following declarations: Q I have and will maintain a certificate of consent to self-insure for workers' compensation as provided by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. Q I have and will maintain workers' compensation, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My worker's compensation insurance carrier and policy number are: Insurance Company Policy No. Expiration Date (THIS SECTION NEED NOT BE COMPLETED IF THE PERMIT IS FOR ONE HUNDRED DOLLARS [$100] OR LESS) U* 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 dollaryjt I^OiQQOJ. In nriifflnn to the cos>*f UfiiiipAnsation, damages as provided for in Section 3706 of the Labor code, interest and attorney's fees. SIGNATURE mfc^' -£—* 4?^ ^/DATE I hereby affirm that I am exempt from the Contractor's License Law for the following reason: Q I, as owner of the property or my employees with wages as their sole compensation, will do the work and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or through his own employees, provided that such improvements are not intended or offered for sale, If, however, the building or improvement is sold within one year of completion, the owner-builder will have the burden of proving that he did not build or improve for the purpose of sale). B> 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). D I am exempt under Section Business and Professions Code for this reason: 1. I personally plan to provide the major labor and materials for construction of the proposed property improvement. Q YES ONO 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. 1 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): W * ^^g~^ .^^91 J DATEPROPERTY OWNER SIGNATURE 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? Q YES Q NO Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? Q YES Q NO Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? l~1 YES LD NO IF ANY OF THE ANSWERS ARE YES, A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED UNLESS THE APPLICANT HAS MET OR IS MEETING THE REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT. I hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued (Sec. 3097(i) Civil Code). LENDER'S NAME —^V^xCSJWAfL LENDER'S ADDRESS I certify that I have read the application and state that the above information is correct and that the information on the plans is accurate. I agree to comply with all City ordinances and State laws relating to building construction. I hereby authorize representatives of the City of Carlsbad to enter upon the above mentioned property for inspection purposes. I ALSO AGREE TO SAVE, INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS, COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT. OSHA: An OSHA permit is required for excavations over 5'0" deep and demolition or construction of structures over 3 stories in height. EXPIRATION: Every permit issued by the building Official under the provisions of this Code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 180 days from the date of such permit or if the building or work authorized by such permit is suspended or abandoned at any time after the work is commenced for a perjpdjjLJBO days (Se^Uun lue.l.TUMIIyrm Building Code). APPLICANT'S SIGNATURE ' | l^_"^~^1 \£-*^ ^S DATE WHITE: File YELLOW: Applicant PINK: Finance CRyifGarlsbad Final Building Inspection Dept: Building EJeettieering Planning CMWD St Lite Fir Plan Check #: Permit #: Project Name: Address: CB040486 LANCIAL RESIDENCE 3,800 SF HOUSE.884 SF GARAGE.712 SF PORCH 2807 CREST DR Lot: Date: Permit Type: RESDNTL Sub Type: SFD Contact Person: NONE Sewer Dist: CA Phone: 7605195124 Water Dist: CA Inspected Bv: /.S/Ltsfj Inspected Bv: inspected Bv: Comments: Date ^4/^*5 Inspected: <£2 -#'— **< Date Inspected: Date Inspected:_ '-i Approved: ^- App roved: Approved: ^ Disapproved: Disapproved: Disapproved: UNSCHEDULED BUILDING INSPECTION " DATE i^-l If "f INSPECTOR _< r —-r PERMIT #_J2jb_L£r PLAN CHECKX# __-__ JOB ADDRESS DESCRIPTION CODE DESCRIPTION ACT COMMENTS City of Carlsbad Bldg Inspection Request For: 12/08/2004 Permit* CB040486 Title: LANCIAL RESIDENCE Description: 3,800 SF HOUSE.884 SF GARAGE,712 SF PORCH Inspector Assignment: PY Type: RESDNTL Sub Type: SFD Job Address: 2807 CREST DR Suite: Lot Location: OWNER LANCIAL RONALD Owner: Remarks: Phone: 7605195124 Inspector: Total Time:Requested By: NONE EnteiedBy: KAREN CD Description 19 Final Structural 29 Final Plumbing 39 Final Electrical 49 Final Mechanical Associated PCRs/CVs PCR04140 ISSUED LANCIAL RES-TRUSS REVISION; Inspection History Date Description 12/01/2004 19 Final Structural 12/01/2004 39 Final Electrical 10/06/2004 82 Drywall/Ext Lath/Gas Test 09/27/2004 84 Rough Combo 09/22/2004 84 Rough Combo 09/21/2004 84 Rough Combo 09/02/2004 15 Roof/Reroof 08/18/2004 13 Shear Panels/HD's 08/18/2004 15 Roof/Reroof 08/17/2004 83 Roof Sheathing/Ext Shear 06/09/2004 22 Sewer/Water Service 06/07/2004 32 Const. Service/Agricultural 06/07/2004 39 Final Electrical 05/27/2004 11 Ftg/Foundation/Piers 05/27/2004 21 Underground/Under Floor 05/27/2004 81 Underground Combo Act NR PA AP AP CO NS AP AP CO CA AP PA WC AP AP AP Insp PY PY PY PY PY PY PD PY PY PY PY PY PY PS PS PS Comments SEE LIST ATTACHED SEE NOTICE ATTACHED T.S.P.B. City of Carlsbad Bldg Inspection Request For: 09/37/2004 Permit# CB040486 Title: LANCIAL RESIDENCE Description: 3,800 SF HOUSE,884 SF GARAGE,712 SF PORCH Inspector Assignment: PY Type: RESDNTL Sub Type: SFD Job Address: 2807 CREST DR Suite: Lot 0 Location: APPLICANT LANCIAL RONALD Owner: Remarks: PLEASE INSPECT IN THE AM Phone: 7605195124 Inspector: Total Time:Requested By: RON Entered By: CW CD Description Act_ Comment 14 Frame/Steel/Bolting/Welding 24 Rough/Topout 34 Rough Electric 44 Rough/Ducts/Dampers Associated PCRs/CVs PCR04140 ISSUED LANCIAL RES-TRUSS REVISION; Inspection History Date Description Act Insp 09/22/2004 84 Rough Combo CO PY 09/21/2004 84 Rough Combo NS PY 09/02/2004 15 Roof/Reroof AP PD 08/18/2004 13 Shear Panels/HD's AP PY 08/18/2004 15 Roof/Reroof CO PY 08/17/2004 83 Roof Sheathing/Ext Shear CA PY 06/09/2004 22 Sewer/Water Service AP PY 06/07/2004 32 Const. Service/Agricultural PA PY 06/07/2004 39 Final Electrical WC PY 05/27/2004 11 Ftg/Foundation/Piers AP PS 05/27/2004 21 Underground/Under Floor AP PS 05/27/2004 81 Underground Combo AP PS 05/26/2004 11 Ftg/Foundation/Piers CO PS 05/25/2004 11 Ftg/Foundation/Piers PA PY 05/24/2004 11 Ftg/Foundation/Piers PA PY Comments SEE LtST ATTACHED SEE NOTICE ATTACHED T.S.P.B. NEED 1 OTT GROUND WRAP PLUMBING FTG OK GARAGE STEM & ENTRY NEED REPORT SETBACK & SOILS GARAGE STEM FOOTING PARTIAL OK City of Carlsbad Bldg Inspection Request For: 09/22/2004 Permittf CB040486 Title: LANCIAL RESIDENCE Description: 3,800 SF HOUSE.884 SF GARAGEJ12 SF PORCH Inspector Assignment: PY Type: RESDNTL Sub Type: SFD Job Address: 2807 CREST DR Suite: Lot Location: APPLICANT LANCIAL RONALD Owner: Remarks: Total Time: Phone: 7605195124 Inspector: FA" Requested By: RON Entered By: CHRISTIN E CD Description Act Comment 14 Frame/Steel/Bolting/Welding 24 Rough/Topout 34 Rough Electric 44 Rough/Ducts/Dampers Associated PCRs/CVs PCR041 40 ISSUED LANCIAL RES-TRUSS REVISION; Inspection History Date 09/02/2004 08/18/2004 08/18/2004 08/17/2004 06/09/2004 06/07/2004 06/07/2004 05/27/2004 05/27/2004 05/27/2004 05/26/2004 05/25/2004 05/24/2004 05/20/2004 05/07/2004 Description 15 13 15 83 22 32 39 11 21 81 11 11 11 11 21 Roof/Reroof Shear Panels/HD's Roof/Reroof Roof Sheathing/Ext Shear Sewer/Water Service Const. Service/Agricultural Final Electrical Ftg/Foundation/Piers Underground/Under Floor Underground Combo Ftg/Foundation/Piers Ftg/Foundation/Piers Ftg/Foundation/Piers Ftg/Foundation/Piers Underground/Under Floor Act AP AP CO CA AP PA we AP AP AP CO PA PA CO AP Insp PD PY PY PY PY PY PY PS PS PS PS PY PY PS PY Comments SEE NOTICE ATTACHED T.S.P.B. NEED 1 OTT GROUND WRAP PLUMBING GARAGE STEM & ENTRY FTGOK NEED REPORT SETBACK & SOILS GARAGE STEM FOOTING PARTIAL OK NOT PER PLAN CITY OF CARLSBAD BUILDING DEPARTMENT DATE LOCATION NOTICE (760) 602-2700 1635 FARADAY AVENUE TIME J^J * *J " ffif fr*C* <2*~ &sUT $<& „ FOR INSPECTION CALL (760) 602-2725. R£-INSPECTION FEE DUE? FOR FGhTHERJNFORMATION, CONTACT'! YES PHONE CODE ENFORCEMENT OFFICER City of Carlsbad Bldg Inspection Request For: 08/18/2004 Permit* CB040486 Title: LANCIAL RESIDENCE Description: 3,800 SF HOUSE,884 SF GARAGE,712 SF PORCH Inspector Assignment: PY Type: RESDNTL Sub Type: SFD Job Address: 2807 CREST DR Suite: Lot Location: APPLICANT LANCIAL RONALD Owner: Remarks: Phone: 7605195124 Inspector: Total Time: CD Description 13 Shear Panels/HD's 15 Roof/Reroof Requested By: RON Entered By: CHRISTINE Act Comment Associated PCRs/CVs Inspection Historv Date 08/17/2004 06/09/2004 06/07/2004 06/07/2004 05/27/2004 05/27/2004 05/27/2004 05/26/2004 05/25/2004 05/24/2004 05/20/2004 05/07/2004 Description 83 22 32 39 11 21 81 11 11 11 11 21 Roof Sheathing/Ext Shear Sewer/Water Service Const. Service/Agricultural Final Electrical Ftg/Foundation/Piers Underground/Under Floor Underground Combo Ftg/Foundation/Piers Ftg/Foundation/Piers Ftg/Foundation/Piers Ftg/Foundation/Piers Underground/Under Floor Act CA AP PA we AP AP AP CO PA PA CO AP Insp PY PY PY PY PS PS PS PS PY PY PS PY Comments T.S.P.B. NEED 1 OTT GROUND WRAP PLUMBING FTG OK GARAGE STEM & ENTRY NEED REPORT SETBACK & SOILS GARAGE STEM FOOTING PARTIAL OK NOT PER PLAN f CITY OF CARLSBAD BUILDING DEPARTMEN NOTICE (760) 602-2700 1635 FARADAY AVENUE FOR INSPECTION CALLJJ760) 602-2725. RE-INSPECTION FEE DUE? L_J YES FOR FUTO1ER IflftoRMfTION, CONTACT PHONE ODENFORCEMENT OFFICER NORTrf COUNTY COMPACTION ENGINEERING, INC. Post Office Box 302002, Escondido, CA 92030 SOIL TESTING & INSPECTION SERVICES (760) 480-1116 FIELD DENSITY TESTS IQ / s/^rt. <i r ASTM D2922 Job No APPROVED BY QCT 04 2004 ll:4BRM HP LRSERJET 3200 p-1 Advanced Energy Insulation, Inc. 14368 Old Hwy. 80-A El Cajon, CA 92021 (619) 443-8600 License Number 763757 Insulation certificate This document certifies that the insulation installed on the project referenced below is in compliance with current California state energy regulations as set forth per Title 24 energy calculations, as specified by the building contractor/developer and/or owner. number Qre^V Street City Exterior Walls Manufacturer Guardian Ceilings Bans Manufacturer Guardian Ceilings Blown-in Manufacturer Garage Ceiling w/liviiig above & Cantilevers Manufacturer Guardian Sub-Floors Manufacturer Guardian Includes all applicable caulking and sealants Auth.Rep. Date ZlyCodc TUdtnan 8" 10" 12' R30 R38 6" R19 4" R13 6" R19 8" R30 10" R30 4" R13 6" R19 8" R30 10" R30 N EsGil Corporation In Partnership with government for <Bui£dtng Safety DATE: March 29, 2004 Q JURI JURISDICTION: Carlsbad cfPOTTREVlEWER Q FILE PLAN CHECK NO.: 04-486 SET: II PROJECT ADDRESS: 2807 Crest PROJECT NAME: Lancial 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. 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: 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: Bill Elizarraras Enclosures: Esgil Corporation D GA D MB D EJ D PC 3/22/04 tmsmtl.dot 9320 Chesapeake Drive, Suite 208 * San Diego, California 92123 * (858)560-1468 + Fax (858) 560-1576 EsGil Corporation In PartnersRip -witfi government for Qui&ttng Safety DATE: February 26, 2O04 Q APPljgANT JURISDICTION: Carlsbad Q PLAN REVIEWER a FILE PLAN CHECK NO.: 04-486 SET: I PROJECT ADDRESS: 2807 Crest PROJECT NAME: Shehab 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. /<j 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: Ronald Lancial 2766 Olypia Dr. Carlsbad, CA. 92008 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: Ronald Lancial fj -M) Telephone #: 760-434-3711 Date contacted: ljt9/o*f (by: r^ ) Fax #: Mail ^^-Telephone ^ Fax In Person REMARKS: By: BUI Elizarraras Enclosures: Esgil Corporation D GA D MB D EJ D PC 2/17/04 tmsmtt.dot 9320 Chesapeake Drive, Suite 208 4- San Diego, California 92123 4- (858)560-1468 4 Fax (858) 560-1576 Carlsbad 04-486 February 26, 2004 PLAN REVIEW CORRECTION LIST SINGLE FAMILY DWELLINGS AND DUPLEXES PLAN CHECK NO.: 04-486 JURISDICTION: Carlsbad PROJECT ADDRESS: 28O7 Crest FLOOR AREA: 3800 sq.ft. Dwelling STORIES: 1 884 sq.ft. Garage 712 sq.ft. Porch HEIGHT: 19' REMARKS: DATE PLANS RECEIVED BY DATE PLANS RECEIVED BY JURISDICTION: ESGIL CORPORATION: 2/17/04 DATE INITIAL PLAN REVIEW PLAN REVIEWER: Bill Elizarraras COMPLETED: February 26, 20O4 FOREWORD (PLEASE READ): This plan review is limited to the technical requirements contained in the Uniform Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and access for the disabled. This plan review is based on regulations enforced by the Building Department. You may have other corrections based on laws and ordinance by the Planning Department, Engineering Department, Fire Department or other departments. Clearance from those departments may be required prior to the issuance of a building permit. Present California law mandates that residential construction comply with the 2001 edition of the California Building Code (Title 24), which adopts the following model codes: 1997 UBC, 2000 UPC, 2000 UMC and 1999 NEC (all effective 11/1/02). The above regulations apply to residential construction, regardless of the code editions adopted by ordinance. The following items listed need clarification, modification or change. All items must be satisfied before the plans will be in conformance with the cited codes and regulations. Per Sec. 106.4.3, 1997 Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law. To speed up the recheck process, please note on this list (or a copy) where each correction item has been addressed, i.e.. plan sheet number, specification section, etc. Be sure to enclose the marked up list when you submit the revised plans. Carlsbad O4-486 February 26, 2004 • PLANS 1. Please make all corrections on the original tracings, as requested in the correction list. Submit two sets of plans for residential projects. For expeditious processing, corrected sets can be submitted in one of two ways: 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. 2. 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. Provide a statement on the Title Sheet of the plans stating that this project shall comply with the 2001 edition of the California Building Code (Title 24), which adopts the 1997 UBC, 2000 UMC, 2000 UPC and the 1999 NEC. Code update 4. Glazing in the following locations should be of safety glazing material in accordance with Section 2406.4: @ Nook & Hallway @ bedroom #3. a) Fixed or operable panels adjacent to a door where the nearest exposed edge of the glazing is within a 24-inch arc of either vertical edge of the door in a closed position and where the bottom exposed edge of the glazing is less than 60 inches above the walking surface. 5. Please provide evidence that the engineer-of-record (or architect) has reviewed the truss calculation package prepared by others (i.e., a "review" stamp on the truss calculations or a letter). Section 106.3.4.1. 6. Specify all header sizes for openings over 4* wide. Section 2320.11.6. 7. Provide complete calculations for main vertical and horizontal framing members and footings. Section 106.3.3. 8. All bedroom branch circuits now require arc fault protection. Note clearly on the plans that "Bedroom branch circuits will be arc fault circuit protected." NEC Art. 210-12(b). 9. Note on the plans: "The manufactured windows shall have a label attached certified by the National Fenestration Rating Council (NFRC) and showing compliance with the energy calculations." Carlsbad O4-486 February 26, 2004 • CITY REQUIREMENTS 10. New residential units must be pre-plumbed for future solar water heating. Note "two roof jacks must be installed" where the water heater is in the one story garage and directly below the most south facing roof (City Ordinance No. 8093). 11. Note "two 3/4" copper pipes must be installed to the most convenient future solar panel location when the water heater is not in a one story garage and is not directly below the most south facing roof. (City Ordinance No. 8093). 12. All piping for present or future solar water heating must be insulated when in areas that are not heated or cooled by mechanical means (City Policy). 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 P No Q The jurisdiction has contracted with Esgil Corporation located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123; telephone number of 858/560-1468, to perform the plan review for your project. If you have any questions regarding these plan review items, please contact Bill Elizarraras at Esgil Corporation. Thank you. Carlsbad 04-486 February 26, 2OO4 VALUATION AND PLAN CHECK FEE JURISDICTION: Carlsbad PLAN CHECK NO.: 04-486 PREPARED BY: Bill Elizarraras DATE: February 26, 2004 BUILDING ADDRESS: 2807 Crest BUILDING OCCUPANCY: R3/U1 TYPE OF CONSTRUCTION: VN BUILDING PORTION Dwelling Garage Porch Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code AREA ( Sq. Ft.) 3800 884 712 cb Valuation Multiplier Per City Value By Ordinance Reg. Mod. VALUE ($) 353,177 353,177 $1,328.88 Ran Check Fee by Ordinance Type of Review:Complete Review D Other Q Structural Only D Hourly Hour Esgil Plan Review Fee $863.77 $744.17 Comments: Sheet 1 of 1 macvalue.doc City of Carlsbad Public Works — Engineering DATE: BUILDING ADDRESS: BUILDING PLANCHECK CHECKLIST PLANCHECK NO.: CB 0 PROJECT DESCRIPTION: ASSESSOR'S PARCEL NUMBER: ENGINEERING DEPARTMENT APPROVAL The item you have submitted for review has been approved. The approval is based on plans, information and/or specifications provided in your submittal; therefore any changes to these items after this date, including field modifications, must be reviewed by this office to insure continued conforms nee 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. CA Right-of-Way permit is required prior to construction of the following improvements: / 7 Please marked w or speci codes and standa EST. VALUE: ENIAL ched report of deficiencies necessary corrections to plans for compliance with applicable ubmit corrected plans and/or specifications tofhis office for review. Date: Date: Date: By By: FOR OFFICIAL USE. ONLY TION TO ISSUE BUILDING PERMIT: ATTACHMENTS D Dedication Application Li Dedication Checklist Q Improvement Application D Improvement Checklist D Future Improvement Agreement D Grading Permit Application G Grading Submittal Checklist n Right-of-Way Permit Application [] Right-of-Way Permit Submittal Checklist and Information Sheet D Sewer Fee Information Sheet ENGINEERING DEPT. CONTACT PERSON Name: KATHLEEN M. FARMER City of Carlsbad Address: 1635 Faraday Avenue. Carlsbad, CA 92008 Phone: (760)602-2741 CFD INFORMATION Parcel Map No: Lots: Recordation: Carlsbad Tract: CA 92O08|-7314 • (76O) 602-272O • FAX (760) 602*8588 BUILDING PLANCHECK CHECKLIST 3RD D SITE PLAN 1 . Provide a fully dimensioned site plan drawn to scale. Show: D D D orth Arrow /v/r5^v^ight"of"Way Widtn & AdJacent Streets & Proposed Structuresu^^^Driveway widths -A//Av_fc> ci Existing Street Improvements ^Mr, Existing or proposed sewer lateral Property Lines - %favJ0u(J2- ^^ Existing or proposed water service Easements S*sr\-**-tw»& J- Existing or proposed irrigation service 0 w on site plan: Drainage Patterns 1. Building pad surface drainage must maintain a minimum slope of one ^ percent towards an adjoining street or an approved drainage course. 2. ApD THE FOLLOWING NOTE: "Finish grade will provide a minimum positive drainage of 2% to swale 5' away from building." & Existing & Proposed Slopes and Topography G^ize, type, location, alignment of existing or proposed sewer and water service ^ (s) that serves the project. Each unit requires a separate service, however, second dwelling units and apartment complexes are an exception. D. Sewer and water laterals should not be located within proposed driveways, per standards. 3. Include on title sheet: A. Site address B. Assessor's Parcel Number C. Legal Description For commercial/industrial buildings and tenant improvement projects, include: total building square footage with the square footage for each different use, existing sewer permits showing square footage of different uses (manufacturing, warehouse, office, etc.) previously approved. EXISTING PERMIT NUMBER DESCRIPTION H:\WORO«OC9CHKLSTOuldlng Pbndwch CKW Forni (GMMtcVdoc IST oND BUILDING PLANCHECK CHECKLIST 3rd DISCRETIONARY APPROVAL COMPLIANCE D D 4a. Project does not comply with the following Engineering Conditions of approval for Project No. CI D 4b. All conditions are in compliance. Date: DEDICATION REQUIREMENTS 5. Dedication for all street Rights-of-Way adjacent to the building site and any storm 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 Municipal Code Section 18.40.030. Dedication required as follows: Dedication required. Please have a registered Civil Engineer or Land Surveyor prepare the appropriate legal description together with an 8 W x 11" plat map and submit with a title report. All easement documents must be approved and signed by owner(s) prior to issuance of Building Permit. Attached please find an application form and submittal checklist for the dedication process. Submit the completed application form with the required checklist items and fees to the Engineering Department in person. Applications will not be accept by mail or fax. Dedication completed by: Date: IMPROVEMENT REQUIREMENTS D D D 6a. All needed public improvements upon and adjacent to the building site must be constructed at time of building construction whenever the value of the construction exceeds $75.000. pursuant to Carlsbad Municipal Code Section 18.40.040. A 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 mwORDUDOCSO*l.5T\BuHdlng Plancflec* CMM Form (RIDDLE - HARVEY 7-12-00).doc BUILDING PLANCHECK CHECKLIST iST iND ,RD n n n checklist must be submitted in person. Applications by mail or fax are not accepted. Improvement plans must be approved, appropriate securities posted and fees paid prior to issuance of building permit. Improvement Plans signed by:Date: 6b. Construction of the public improvements may be deferred pursuant to Carlsbad Municipal Code Section 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. n n n ODD Future public improvements required as follows: 6c. Enclosed please find your Future Improvement Agreement, agreement signed and notarized to the Engineering Department. Please return Future Improvement Agreement completed by: Date: 6d. No Public Improvements required. SPECIAL NOTE: Damaged or defective improvements found adjacent to building site must be repaired to the satisfaction of the City Inspector prior to occupancy. n n n GRADING PERMIT REQUIREMENTS The 11 conouttons that invoke the need 10 of the Municipal Code. for a grading permit are found in Section 7a. Inadequate information available on Site Plan to make a determination on grading requirements. Include accurate grading quantities (cut, fill import, export). -r- rerv^egJLLcJK S->MTH; aM c</'s * 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. n n Grading Inspector sign off by:Date: 7c. Graded Pad Certification required. (Note: Pad certification may be required even if a grading permit is not required.) 1ST n OND D D >RD D D D D BUILDING PLANCHECK CHECKLIST 7d .No Grading Permit required. 7e. If grading is not required, write "No Grading" on plot plan. MISCELLANEOUS PERMITS 8. A RIGHT-OF-WAY PERMIT is required to do work in City Right-of-Way and/or private work adjacent to the public Right-of-Way. Types of work include, but are not limited to: street improvements, tree trimming, driveway construction, tying into public storm drain, sewer and water utilities. Right-of-Way permit required for: D D D D D D 9. INDUSTRIAL WASTE PERMIT If your facility is located in the City of Carlsbad sewer service area, you need to contact the Carlsbad Municipal Water District, located at 5950 El 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: D D 10. NPDES PERMIT Complies with the City's requirements of the National Pollutant Discharge Elimination System (NPDES) permit. The applicant shall provide best management practices to reduce surface pollutants to an acceptable level prior to discharge to sensitive areas. Plans for such improvements shall be approved by the City ^ngineer prior to issuance of grading or building permit, whichever occurs fu 11. JX Required fees are attached Q No fees required WATER METER REVIEW 12a. Domestic (potable) Use Ensure that the meter proposed by the owner/developer is not oversized. Oversized meters are inaccurate during low-flow conditions. If it is oversized, for the life of the meter, the City will not accurately bill the owner for the water used. • All single family dwelling units received "standard" 1" service with 5/8" service. H:\WORCWOCStCHKLSTOukfag Ptanctwcft CUM Form (6wwfto}4tac 1ST oND oRD D D 12b. BUILDING PLANCHECK CHECKLIST • If owner/developer proposes a size other than the "standard", then owner/developer must provide potable water demand calculations, which include total fixture counts and maximum water demand in gallons per minute (gpm). A typical fixture count and water demand worksheet is attached. Once the gpm is provided, check against the "meter sizing schedule" to verify the anticipated meter size for the unit. • Maximum service and meter size is a 2" service with a 2" meter. • If a developer is proposing a meter greater than 2", suggest the installation of multiple 2" services as needed to provide the anticipated demand, (manifolds are considered on case by case basis to limit multiple trenching into the street). Irrigation Use (where recycled water is not available) All irrigation meters must be sized via irrigation calculations (in gpm) prior to approval. The developer must provide these calculations. Please follow these guidelines: 1. If the project is a newer development (newer than 1998), check the recent improvement plans and observe if the new irrigation service is reflected on the improvement sheets. If so, at the water meter station, the demand in gpm may be listed there. Irrigation services are listed with a circled "I", and potable water is typically a circled "W". The irrigation service should look like: STA 1+00 Install 2" service and 2. 1.5: meter (estimated 100 gpm) If the Improvement plans do not list the irrigation meter and the service/meter will be installed via another instrument such as the building plans or grading plans (w/ a right of way permit of course), then the applicant must provide irrigation calculations for estimated worst-case irrigation demand (largest zone with the farthest reach). Typically, Larry Black has already reviewed this if landscape plans have been prepared, but the applicant must provide the calculations to you for your use. Once you have received a good example of irrigation calculations, keep a set for your reference. In general the calculations will include: Hydraulic grade line Elevation at point of connection (POC) Pressure at POC in pounds per square inch (PSI) Worse case zone (largest, farthest away from valve Total Sprinkler heads listed (with gpm use per head) Include a 10% residual pressure at point of connection 3. In general, all major sloped areas of a subdivision/project are to be irrigated via separate irrigation meters (unless the project is only SFD with no HOA). As long as the project is located within the City recycled water mWOKnDOC&CHKLSTOuMng PIvwIiK* CUM Fom (Generic) .doc 1ST >ND iRD BUILDING PLANCHECK CHECKLIST service boundary, the City intends on switching services/meters to a new recycled water line in the future. D D C! 12c. Irrigation Use (where recycled water is available) these irrigation 1. Recycled water meters are sized the same as the irrigation meter above. 2. If a project fronts a street with recycled water, then they should be connecting to this line to irrigate slopes within the development. For subdivisions, this should have been identified, and implemented on the improvement plans. Installing recycled water meters is a benefit for the applicant since they are exempt from paying the San Diego County Water Capacity fees. However, if they front a street which the recycled water is there, but is not live (sometimes they are charged with potable water until recycled water is available), then the applicant must pay the San Diego Water Capacity Charge. If within three years, the recycled water line is charged with recycled water by CMWD, then the applicant can apply for a refund to the San Diego County Water Authority (SDCWA) for a refund. However, let the applicant know that we cannot guarantee the refund, and they must deal with the SDCWA for this. 13. Additional Comments HAWOROV>OCSVCHKLSTVuWlna PtwNtwek CUU Form ENGINEERING DEPARTMENT FEE CALCULATION WORKSHEET D Estimate based on unconfirmed information from applicant. D Calculation based onJ3uilding plancheck plan submittal. ,, Address: XV^J \ LA^A/T^ Bldg. Permit No. C/^U T 1/0^ Prepared by: EDU CALCULATIONS: Types of Use: ^--i'"/ S*"Types of Use: ^ APT CALCULATIONS: Types of Use: ^- V" Types of Use: • i Date: Checked by: Date: List types and square footages for all uses. rr> Sq. Ft./Units: \ EDU's:^ f Sq. Ft./Units: EDU's: List types and square footages for all uses. yO Sq. Ft./Units: ( ADT's: Sq. Ft./Units: ADT's: / ; FEES REQUIRED: WITHIN CFD: D YES (no bridge & thoroughfare fee in District #1, reduced Traffic Impact Fee) D NO PARK AREA & #:D 1. PARK-IN-UEU FEE FEE/UNIT:_X NO. UNITS:= S P 2. TRAFFIC IMPACT FEE ADT's/UNITS: D 3. BRIDGE AND THOROU ADT's/UNITS: D 4. FACILITIES MANAGEr UNIT/SQ.FT.: D 5. SEWER FEE EDU's: FEE/ADT:-• JGHFARE FEE tfENT FEE (DIST. #1 DIST. #2 X FEE/ADT: ZONE: X FEE/SO. FT./UNIT: DIST. #3 ) _ = $ ^^ -, ^ FEE/EDU: BENEFIT AREA: EDU's:X FEE/EDU: G 6. SEWER LATERAL ($2,500) D 7. DRAINAGE FEES PLDA ACRES: ' ^^ P 8. POTABLE WATER FEES UNITS CODE CONNECTION FEE HIGH /LOW = $, = $, i = $ X FEE/AC:1131 = $ METER FEE SDCWA FEE IRRIGATION Word\Oocs\MlslonrwlF«< Cakulatlon WorkchMt I of 2 Rev. 7/14/00 Kathleen Farmer - Crest Drive Bldg Planck Page 1 From: Kathleen Farmer To: Bob Wojcik Subject: Crest Drive Bldg Planck Bob, As a condition of his building permit, the new owner of 2807 Crest Drive, CB 04-486, is agreeable to the Deed Restriction you approved for future restrictive parking in the Buena Vista Way ROW. I will prepare the document for his signature after he has closed escrow. Thanks for your help. Kathy MAR.30.2004 14:33 760-730-9648WA1S document Retrieval NETSYS ENTERPRISES #1834 P. 001/001rage i OT i ATtN CALIFORNIA nOT)F.fl VEHICLE CODE SECTION 22iOO-22526 . /^) i4 - 22500. No person shall sLop, park, or leave standing any whcr.h«r attended or \inattenried, except whrn nnrnssflry to conflict with other traffic or 1n compliance with the directions of peace officer or official traffic control device, in any of the following pltiues: (a) Within an intersection, except adjacent to curbs as may be permitted by local ordinance. (b) On a crosswalk, except that a bus engaged as a common carrier or » LttxJuab inay sLo£> in an unmarked crosswalk to load or unload passengers when authorized by the legislative body ot <iny city (v) Between a safety aone and Lhe adjacenl i-iqhL-haiid curb or within the rjrea between the zrmc nnd the curb <in may be Indicated by a sign ur red painL oh Lhe uurb, which sign or painL was erecLed or placed by local authorities? pursuant to nn ordinance. (d) WiLhin 15 ftseL of Lhe driveway an L ranee Lo any fire sLaLion. Thin subdivision does not apply to Any vehicle owned or operated by .1 fi TM <lH{Mir(.m«4iil. /ind ele«ir1y tn/jr-kHd ti.s *i f i r« <}H|»I rl.iti«nL VehiOl*, (c) Tn front of .1 public: or priv.itr: driveway, rxcepv. f.hnf. <i hurt engaged as a uojiunon carrier, suhuolbus, or a Laxicab may stop Lo load or unload passengers when authorized by local auLhorilieu pursuant to <in ordin.ine«. in unincorporaLed LerriLury, where Die enLrancu uf a private road or drlvew.iy 1 r, not delineated by -in opening in .1 curb or by ot.her curb consLrueLiori, so much ol Lhw surface of Lhe ground <*s is paved, nurt.iced, or otherwise plainly m.Trked by vehicle wno -in n Of .1 nidewolk, or- wlLh L>iy l>ytly yf i..hy vehicla extending over any portion of a sidewalk, exc-«pl eieciric cafis wh^n author izod by local ordinance, as cpecitied in Section 211i4.&. Lights, Jiiirrors^ or devieflfl thnt .ire required to be mounted upon a vehicle under this ood* may extend from the body of the vehicle over Lhy yiduwolk to a distance of not. more r.h^n 10 Inches. Hltp://wwwJcgMo.ca.gov/cgi-bin/waisgaie?WArSdt>cTT>69375318100+l4<H<)&WArSa... Q.V30/2004 D Plan Check No. Planner APN: PLANNING DEPARTMENT BUILDING PLAN CHECK REVIEW CHECKLIST Address Phone(760) 602- Type of Project &>Use:_44^ Zoning: ff'fa^eneral Plan: Net Project Density:,DU/AC CFD (In/out) #_Date of participation:. Facilities Management Zone: _ Remaining net dev acres:. Circle One (For non-residential development: Type of land used created by this permit: ) Legend: [3 Item Complete Q Item Incomplete - Needs your action Environmental Review Required: YES _ NO _ TYPE _ DATE OF COMPLETION: _ Compliance with conditions of approval? If not, state conditions which require action. Conditions of Approval: _ Discretionary Action Required: APPROVAL/PESO. 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 Zone? YJ CA Coastal Commission Authority? XYES_ NOv// NO / If California Coastal CommissiojyAuthority: Contact fiem at - 7575 Metropolitan Drive, Suite 103, San Diego CA 92108-4402^19) 767-2370 Determine status (CoastakPermit Required or Exempt): _ Coastal Permit Determination Form already completed? YES If NO, complete Coastal Permit Determination Form now. Coastal Permit Determination Log #: _ NO Follow-UirActions: 1) Starfnp Building Plans as "Exempt" or "Coastal Permit Required" (at minimum Floor Plans). 2) Complete Coastal Permit Determination Log as needed. Inclusionary Housing Fee required: YES (Effective date of Inclusionary Housing Ordinan ay 21,1993.) Data Entry Completed? YES i NO (A/P/Ds, Activity Maintenanc^, enter CB#, toolbar, Screens, Housing Fees, Construct Housing Y/N, Enter Fee, UPDATE!) Site Plan: H:\ADMIN\eOUNTER\BldgPlnchkRevChklst Rev 9/01 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). 2. Provide legal description of property and assessor's parcel number. DD nn DD an a nan Policy 44 - Neighborhood Architectural Design Guidelines 1. Applicability: YES "S^ NO 2. Project complies NO Zoning: 1. Setbacks: Front: Interior Side: Street Side: Rear: Top of slope: Required Required Required Required Required Shown Shown Shown 2. Accessory structure setbacks: RequlrFront: Interior Side: Street Side: Rear: separation: 3. Lot Coverage: 4. Height: Required Required Required Required Required Shown ^ 1^ 5- Parking:Spaces Required Shown Shown Shown Shown Shown Shown Shown Shown. (breakdown by uses for commercial and industrial projects required) Residential Guest Spaces Required Shown Additional Comments OK TO ISSUE AND ENTERED APPROVAL INTO COMPUTER H:\ADMIN\COUNTER\BldgPlnchkRevChklst ' DATE V Rev 9/01 • Civil Engineering • Land Planning • Structural • Surveying July 23, 2002 1 OF 10 STRUCTURAL CALCULATIONS FOR THE SHEHAB RESIDENCE DESCRIPTION; CUSTOM SINGLE FAMILY RESIDENCE CARLSBAD, CA.92009 CITY OF ENCINITAS DESIGNER: PETER TREVINO 1635 SOUTH RANCHO SANTA FE ROAD SUITE 209 SAN MARCOS, 760-744-802! DO0GBRS E. LOGAN R.C.E. 39726 EXPIRES 12-31-05 E5ATE Office: 1635 S. Rancho Santa Fe Road, #209 • San Marcos Mailing; 132 N. El Cgmino Real, PMB-N • Encinltas, CA 92024 Phone 760-510-3152 • Fax 760-510-3153 Email: dlogan@connectnet.com OH-H I. DESIGN CRITERIA 2 of \ Q 1) REFERENCES - 1997 UNIFORM BUILDING CODE - MASONRY HANDBOOK, JAMES AMRHEIN.S.E, (5th ED.) 2) LOADING DEAD LOADS PSF -ROOF (<4:12) LL=20 PSF, D.L.=19-29 PSF SHAKE/ASPHALT 9 -ROOF (>4:12) L.L=16 PSF, D.L=19-29 PSF CONCRETE u -CEILING LL=10 PSF, D.L= 5 PSF MUDDED CLAY 19 -FLOOR (U.O.N.) LL=40 PSF, D.L=12 PSF SHEATHING 2 -BALCONY(U.O.N.) LL=60 PSF, D.L.= 10 PSF JOISTS 3 CEILING 2.5 3) SEISMIC/WIND MISC. 2.5 -WIND SEE PART III TOTAL 191029 -SEISMIC (ZONE 4) SEE PART 111 4) TIMBER* -REPETITIVE D.F. #2 (OR AS NOTED) -BEAMS/SINGLES D.F. #1 (OR AS NOTED) -GLULAMS COMB 22F-V4 (OR AS NOTED) -MICROLAM/PARALAM BY TRUS JOIST MacMILLAN (M.L./P.L.) * Equivalent product per page 3 'Material Design Properties' may be substituted if desired. 5) CONCRETE 2500 PSI @ 28 DAYS, U.O.N. 6) SOILS SOILS REPORT BY ASSUMED ASBP = 1000 PSF, U.N.O. 7) MASONRY WALLS, U.O.N. -F'm = 1500 PSI -Fs = 24000 PSI ' -N = 25.8 -HALF STRESS DESIGN -SOLID GROUT -NO SPECIAL INSPECTION 8) STEEL STRUCTURAL STEEL PER ASTM A-36 FABRICATED & ERECTED PER ATSC SPECS 9) BOLTS UNLESS OTHERWISE NOTED, ASTM: A307 10) WELDING PER AWS D-l.1-77, E70XX ELECTRODES II. VERTICAL ANALYSIS 3 of /O ROOF DIAPHRAGM: (Min. Req.) 1/2" CDX Plywood (32/16), ST. E.N.&B.N. 8d@6"o.c. F.N. 8dai2"o.c. FLOOR DIAPHRAGM: 5/8" T&G Plywood (32/16), ST. II (Min. Req.) E.N.& B.N. 8d @ 6" o.c. F.N. 8d@10"o.c. 'SUMMARY OF VERTICAL DESIGN1 CONFORMS TO THE FOLLOWING FORMULAS V, M, & Deflection:Determined by the standards set by the American Institute of Steel Construction Publication, pgs. 2-198 through 2-211. Formulas used in accordance with these standards are as follows: 1.5V req'd Deflection,'max El 240 12 M req'd req'd (1728)(240) (1700*)(12) req'd Dx(20.33*) Lffl) * Douglas Fir requirements: Conversion of required properties for alternate material. E (103) MATERIAL DESIGN PROPERTIES: Fy Fb D.F. #1 PARALAM MICROLAM GLULAM STEEL 95 290 285 270 14500 1300 2600 2600 2800 24000 1700 1800 1900 2100 29000 ICBO TJI: PFC-5381 PL: ER-4979 NOTE: ALL VALUES ARE PSI 10 r E/oo r j ooo II 06O 670 NOTICE TO BUILDERS BEAMS ARE SIZED ACCORDING TO THE 97 UBC. THIS ALLOWS A DEFLECTION (SAG) OF THE BEAM LENGTH IN INCHES DIVIDED BY 240. EXAMPLE BEAM LENGTHS AND ALLOWABLE DEFLECTIONS ARE PROVIDED BELOW. SHOULD THERE BE A DEFLECTION SENSITIVE AREA (IE. GLASS ABUTMENT, POCKET DOORS, ETC.), THE BUILDER SHOULD CONSIDER INCREASING THE SIZE OF THE BEAM TO KEEP DEFLECTION TO A MINIMUM OR SHIMMIMG THE BEAM AT SUPPORTS. L(1t) 5 10 15 20 25 30 35 ALLOWABLE DEFLECTION (in) 0.25 0.50 0.75 1.00 1.25 1.50 1.75 CD COUJ D ^O UJ u.•Q COa CO Ac CO x O CM Q_CM IO CO CD N-LO Ulo UJo 55UJa: z (0 tS oo LO If)GO CDCD OOo O)" o CD 03<E 2 I OOO o"CM en CD OO CM CO LATERAL ANALYSIS WIND Vwz = Ce Cq qs I = 11.8 psf VW1 = Ce Cq qs I = 10.6 psf A/ A Where: I -a g»»r>.1.3 12.6 1.0 1 Story 0.65 SEISMIC (Note: Eh = V per calc's) = _ 2.5 Ca Ch —.L*= 0.143 WD.L Where: 1.4 R "Divided by 1.4 for Strength to A.S.D. ZONE R CA 4 5.5 0.44 (AS APPLIES) 1.00 SEISMIC SOURCE: B SOIL TYPE: SD 61 1 STORY:Vs = (RoofD.L+Wall D.J* 0.143 Vs = 5.6 psf 'SUMMARY OF LATERAL DESIGN' UTILIZES THE FOLLOWING FORMULAS Eh = 1/2(Abase)(Adepth)(Vs) E = p Eh + Ev ; where Ev=0 due to A.S.D. Overturning = vs*P.H. Redundancy Implementation Procedure: 1.) Assume p=1.0 for initial seismic design force, Eh. 2.) Determine rmax and pmax (2 per floor) per Section 1630 of 1997 UBC. 3.) Appropriate p times Eh= E in'Summary of Lateral Design1 spreadsheet for sizing of shearwalls and holdowns. WIND GOVERNING LENGTHS 2nd Story <=> Htnb= 13 Vw*HWbB153 1st Story => Htnb=24 Vw*Htrib= 283 1 Story •=> Htrib=11 Vw*Htnb= 117 L= (Vw*H«b)/Eh L = 22.8 ft L = 32.5 ft L= 21.0 ft ANALYZE EACH SHEAR LINE PER PLAN FOR WORST CASE CONDITION (ie. Wind or Seismic). DESIGN ACCORDINGLY. raEVlNO-SHEflAB u woQ•o"oX0)aa.co O)cI t: 9> toO co co" (00> 0) .-tt CMCO COUJ Q CN CO O UJ | ill§ II os CO mCM CD COOo CM" UJ o CM" CM u oCO CM 3OXCO oCM o in" oh- m CM I--m iri CMCO COm CO 3ax CD CO in COCO CM in oCO CO CO m' CM r-r*-CM CO CM min min O CD CD" oCOCD CD" i-~ iri CO O 5oX CMCO co co co CO CO co<PCM CD" CO<pCM CD" f- m' oco mr-- Q $QXCM co T- co" CMmco co+m COCD CM CO(D CM r-- iri coCM CO LJJ CDaxCO mcoo m" coom in in min CDCO CM CDCOI*- CM" in mCM u_ CM cof-r- coO)CO CO m CO o T— in" or*- 10 CM m com CNCO QX CMCM" CMCM CO m in co CMCMO CM" SIo CM" r--m coco CMCM CM CMax CO CM" co CM £ CM 'o CM" CMCO oco 3QXCM CO CO in min un CD m -£ r-coa> CM r- iri mco inaX r*-o CM 10CM in tri CO to in o> CDCNO O)" COCMO O)" i oOS CDCO m QX O)CO CM" ooCM inr- CD mr- CD CO•<*•CO CO CO CM m iri CMCM CMCM CO CMQ r-CM CO CDCO O) in m in r*- m CN" r*- m CM" CM r-miri h-co mCM 3QXCM coCO CO COCO CD CDCOr-. CM" CDCOh- CM" o r-in iri o•«*• mCM CO ts«a oo ooooCOo CO o UJ CO o CO COo CN CO CO o o oz u <Ul oh- IT) h-coO) a UJ C£CO o CO<o .£ HIa:< COsIf) CDs 0 COo 0)Q.a O 5 IV. FOOTING DESIGN *Soils report recommendations always supercede footing size and reinforcement noted on this page. F^ ASBP (psf)1000 CONTINUOUS FOOTINGS: WIDTH (in.) DEPTH (in ) 15 18 PMAX = (2*(D+6)+4)*W*(ASBP/144) PMAX = 5,417 Ibs. D SPREAD FOO LOAD (Ibs.)* 25,000 20,500 16,330 12,540 7,500 4,100 TINGS: PAD No. P-1 P-2 P-3 P^ P-5 P-6 J . J•v % LU SIZE (in. SQ.) 60 54 48 42 33 24 DEPTH (in.) 24 24 24 18 18 12 #4REBAR(E.W.) 5 5 4 4 3 2 * FOR DESIGN PURPOSES, ONLY. SIZE=SQRT((LOAD/ASBP)*144) TYPICAL GRADE BEAM AND CONTINUOUS FOOTING, U.N.O. BY SOILS REPORT GB-1 F-1 18" wide 15" wide 24" deep 2 - #6 T&B w/ STIRRUPS PER DETAIL 18" deep 2-#4 T&B NOTE: SITE WALL'S UP TO 81 TALL TO BE CONSTRUCTED PER INFO. BULLETIN 222 PROVIDING THAT THE CRITERIA THEREWITHIN IS MET. TREVlNOSHEHAfi 7/23/2002 Structural Design & Engineering Mailing: P.O. Box 1363, Solatia Beach, CA. 92075 Office: 101 N. Acacia Ave., Solana Beach, CA. 92075 (858) 755-1130 (Msg.& Fax) (760) 415-3611 (Direct) thranek(o),vahoo.com APRIL 27, 2004 1 OF 10 STRUCTURAL CALCULATIONS FOR THE LANCIAL DECK ADDITION DESCRIPTION: 2807 CREST DRIVE CARLSBAD, CA. CITY OF CARLSBAD ARCHITECT: TREVINO & ASSOCIATES P.O. Box 669 ESCONDIDO, CA. 92033 (760) 294-3316 (760) 294-3318 (FAX) HONY J. HRANEK 64428 EXP. 6-30-07 DATE 2 OF I. DESIGN CRITERIA 1) REFERENCES - 2001 CALIFORNIA BUILDING CODE - MASONRY HANDBOOK, JAMES AMRHEIN.S.E. (5th ED.) TREVINO-LANCIAL 2) LOADING -ROOF(<4:12) -ROOF(>4:12) -CEILING LL=20PSF, D.L =19-29 PSF LL=16PSF, D.L=19-29PSF L.L=10PSF, D.L=5PSF -FLOOR (U.O.N.) LL=40PSF, D.L=12 PSF -BALCONY(U.O.N LL.=60 PSF, D.L= 10 PSF 3) SEISMIC/WIND -WIND SEE PART -SEISMIC (ZONE -SEE PART 4) TIMBER* -REPETITIVE D.F. #2 (OR AS NOTED) -BEAMS/SINGLES D.F. #1 (OR AS NOTED) -GLULAMS COMB 22F-V4 (OR AS NOTED) -MICROLAM/PARALAM BY TRUS JOIST MacMILLAN (M.L./P.L) * Equivalent product per page 3 'Material Design Properties' may be substituted if desired. 5) CONCRETE 2500 PSI @ 28 DAYS, U.O.N. 6) SOILS SOILS REPORT BY ASSUMED ASBP= 1000 PSF, U.N.O. 7) MASONRY WALLS, U.O.N. -F'm = 1500 PSI -Fs = 24000 PSI -N = 25.8 -HALF STRESS DESIGN -SOLID GROUT -NO SPECIAL INSPECTION 8) STEEL STRUCTURAL STEEL PER ASTM A-36 FABRICATED & ERECTED PER ATSC SPECS 9) BOLTS UNLESS OTHERWISE NOTED, ASTM: A307 10) WELDING PER AWS D1.1-77, E70XX ELECTRODES DEAD LOADS SHAKE/ASPHALT CONCRETE MUDRFD PI AYiTivjf UC.U IJI^TTT SHEATHING JOISTS CEILING MISC. TOTAL PSF 9 44 4S 2 3 2.5 2.5 19 TREVINO-LANCIAL 4/27/2004 3 OF VERTICAL ANALYSIS ROOF DIAPHRAGM: (Min. Req.) 1/2" CDX Plywood (32/16), ST. E.N.&B.N. 8d@6"o.c. F.N. 8d® 12"o.c. FLOOR DIAPHRAGM: 5/8" T&G Plywood (32/16), ST. II (Min. Req.) E.N.&B.N. 8d@6"o.c. F.N. 8d@ 10"o.c. 'SUMMARY OF VERTICAL DESIGN1 CONFORMS TO THE FOLLOWING FORMULAS V, M, & Deflection:Determined by the standards set by the American Institute of Steel Construction Publication, pgs. 2-198 through 2-211. Formulas used in accordance with these standards are as follows: 1.5V req'd Deflection max El 240 12 M req'd req'd (1728X240) (170Q*)(12) req'd Dx(20.33*) L(ft) * Douglas Fir requirements: Conversion of required properties for alternate material. See below for factors applied to D.F. spreadsheet APPLIED TO 'SUMMARY OF VERTICAL DESIGN1 MATERIAL DESIGN PROPERTIES:D.F. A. S. I CONVERSION FACTORS E(103)A D.F.#1 PARALAM MICROLAM GLULAM STEEL 95 290 285 270 14500 1300 2600 2600 2800 24000 1700 2000 1900 2100 29000 1 1/3 1/3 1/2.8 1/152 1 1/2 1/2 1/2 1/18 1 1/1.17 1/1.11 1/1.23 1/17 NOTE: ALL VALUES ARE PSI TREV1NO-LANCIAL 4/27/2004 - |St)0 , 3oo 12-. OF NOTICE TO BUILDERS BEAMS ARE SIZED ACCORDING TO THE 2001 C.B.C. WHICH ADOPTS 1997 U.B.C. THIS ALLOWS A DEFLECTION (SAG) OF THE BEAM LENGTH IN INCHES DIVIDED BY 240. EXAMPLE BEAM LENGTHS AND ALLOWABLE DEFLECTIONS ARE PROVIDED BELOW. SHOULD THERE BE A DEFLECTION SENSITIVE AREA (IE. GLASS ABUTMENT, POCKET DOORS, ETC.), THE BUILDER SHOULD CONSIDER INCREASING THE SIZE OF THE BEAM TO KEEP DEFLECTION TO A MINIMUM OR SHIMMIMG THE BEAM AT SUPPORTS. L(ft) 5 10 15 20 25 30 35 ALLOWABLE DEFLECTION (in) 0.25 0.50 0.75 1.00 1.25 1.50 1.75 TREVlNO-LANCIAL 4/27/2004 O C/>liJ Q O LU > LJ. O zqu.OW0)N CO ci c wc «w CO CMc *—< QX 2* *^ *•*" 5 —™J •***> •K -I E CQ 0)CD z O H Q Q ^O LJJ O CMX O) CO CM CO Oto h- co oom v- O 00 oXCO o>00 CO^~ CO CO O) CO COin CD ^> oh-o CM 0 egCO COXCO COCM enT— CMCM 00 O O CM OCOCO ^~ CD CO CO ooCM^ -J £O I* La. TWO & ONE STORY LATERAL ANALYSIS 7 OF WIND VW2 = CeCqqsl= 12.4 psf VWi=CeCqqsl= 10.2 psf c. a, < Where: 2 Story Q 7R 1 Story 0.62 1.3 12.6 1.0 SEISMIC 2.5 Ca (Note: Eh = V per calc's) WDL* = 0.143 WD.L Where: 1.4 R "Divided by 1 .4 for Strength to A.S.D. ZONE R CA N 5.5 0.44 1.00 SEISMIC SOURCE: B SOIL TYPE: SD 2 STORY:(AS APPLIES) Roof+Walls Floor* Walls w 30 22 52 H 24 44 WH fi3n\J\J\J 243 £WH- 872 WH WSum(W H) vv T QT ftW I - \J co nVJC.; v Vs (psf) &A 1A 1 STORY:Vs= (RoofD.L+WallD.L)* 0.143 Vs = 4.3 psf 'SUMMARY OF LATERAL DESIGN' UTILIZES THE FOLLOWING FORMULAS Eh = IfcCAtoeXA^O/.) E = p Eh + Ev ; where Ev=0 due to A.S.D. v% = E/T.L. Overturning = i/s*P.H. Redundancy Implementation Procedure: 1.) Assume p=1.0 for initial seismic design force, Eh. 2.) Determine rmax and pmax (2 per floor) per Section 1630 of 1997 UBC. 3.) Appropriate p times Eh = E in 'Summary of Lateral Design' spreadsheet for sizing of shearwalls and holdowns. WIND GOVERNS UP TO DEPTHS OF... 2 FLOORS-2nd Story Htrib= 12 Vw*Htrib= 149 Htrib= 21 Htrib= 8 1st Story 1 Story Vw*Htrib= 261 »w """tribs 81 D= (Vw*Htrib)/Eh D = 27.8 ft D = 35.2 ft D= 19.0 ft ANALYZE EACH SHEAR LINE PER PLAN FOR WORST CASE CONDITION (ie. Wind or Seismic). DESIGN ACCORDINGLY. TREVlNO-LANClAL 4/27/2004 of- g COLU Q UJ u.O fe< 5z> CO (ACi•oox9CLHCLCOO)e I3tr >o w —1 V) 'cD J H </> 14)«1 a (0 UJ JBUJ X CL >" * <? I < 'Co 2 O P QQ ^OUJ Q ICDCOi*~ *~s u> CO5A U.a 8COo *-*-J 12O K1-W g s CO 1 T— CO 8. ^~ O $ oCO T- Q OQ-* COo(O h-T ^CO o ^ o T" 8CD" CO co" tN OUJQ CQ CO>(01^ ^^, m COs6u.a. 8CD O x^- J 1 o•z.ofy fe OwQ-5 (0 O) T- a> T-(N *~ O o>(N ^ OCO J! ICOiCO1T" ^ifi COs6u.a. 8CQo ^^ ^1OzOff CO O (00-s (0 o> J5 T- O> tN_ *" O 9 ^ oCO ^ 6 te IV. FOOTING DESIGN *Soils report recommendations always supercede footing size and reinforcement noted on this page. ASBP (psl)1000 CONTINUOUS FOOTINGS: WIDTH (in.) DEPTH (in.) 12 18 = (2*(D+6)+4)*W*(ASBP/144) PMAX = 4,333 Ibs. £>" mm D SPREAD FOOTINGS: LOAD (Ibs.)* 25,000 20,500 16,330 12,540 7,500 4,100 PAD No. P-1 P-2 P-3 P-4 P-5 P-6 SIZE (in. SQ.) 60 54 48 42 33 24 DEPTH (in.) 24 24 24 18 18 12 #4REBAR(E.W.) 5 5 4 4 3 2 * FOR DESIGN PURPOSES, ONLY. SIZE=SQRT((LOAD/ASBP)* 144) TYPICAL CONTINUOUS FOOTING, U.N.O. BY SOILS REPORT CF-1 15" wide 18" deep 2 - #4 T&B NOTE: SITE WALL'S UP TO 8' TALL TO BE CONSTRUCTED PER INFO. BULLETIN 222 PROVIDING THAT THE CRITERIA THEREWITHIN IS MET. TREV1NO-LANCIAL 4/27/2004 NORTH COUNTY COMPACTION ENGINEERING, INC September 27,2002 Project No. CE-5837 Ed Shehab c/o Trevino & Assoc. 1635 S. Rancho Santa Fe Rd. Suite 29 San Marcos, CA 92069 Subject: Update Letter 1858 Buena Vista Drive Remainder Parcel 'D* 55-57 Carlsbad, California References: 1.) "Amended Preliminary.SoilfiJnvestigation, Residential Subdivision Expansion for 1858 Buena Vista Drive", prepared by North County Compaction Engineering, Inc. dated August 10,1999 2.) "Seismic Design Considerations, Proposed Residential Subdivision, Crest Drive and Buena Vista Drive" prepared by North County Compaction Engineering, Inc. dated March 8,2000 3.) "Report of Certification of Compacted Fill Ground" prepared by North County Compaction Engineering, Inc. dated April 9,2001 Dear Mr. Shehab: Per the request of the City of Carlsbad, we have performed an inspection of the subject site for the purpose of updating our above referenced soils reports. Briefly, our inspection revealed that soil conditions remain as presented in Referenced Reports No.'s 1,2 and 3. Earthwork construction was performed at the site during subdivision grading operations in accordance with Reference No. 1. Loose surficial top soils were removed to firm native ground and recompacted to the present finish grade elevation of 192 feet (msl)._Itj_s our understanding, remedial grading may be required to slightly modify the existing pad to accommodate the newly planned dwelling. We should be contacted tu supervise remedial grading operations when grading resumes. In addition, we will need to review updated foundation and grading plans lor the newly planned construction to assure they are in compliance with the recommendations set forth in Referenced Reports No.'s 1,2 and 3. . 0. &OX 3O2OO2 * EeCONOlDO, CA 92O5O * (7eO) 4&O-1110 NORTH COUNTY COMPACTION ENGINEERING, INC. Project No. CE-5837 Page 2 The existing site to date has been graded utilizing current standard practices and is in conformance with current building codes. The above referenced soils reports should be considered valid to date and be incorporated into the planning, design, and construction phase of the subject project. Jf you should 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 President Dale R. Reglf Registered Civil Geotechnical Engineer 000713 RKA:paj cc: (4) submitted NORTH COUNTY COMPACTION ENGINEERING, INC. April 9,2001 Project No. CE-5837 MSK Development 5142 Avenida Hncinas Carlsbad, CA 92008 Subject: Report of Certification of Compacted Fill Ground Proposed Single Family Dwellings Lot No.'s 1,2,3 and 5 of Eucalyptus Crest (Crest Drive & Buena Vista Drive) Carlsbad, California Gentlemen: In response to your request, the following report has been prepared to indicate results of soil testing, observations, and inspection of earthwork construction at the subject site. Testing and inspection services were performed from March 12,2001 through April 2,2001. Briefly, our findings reveal filled ground has been compacted to a minimum of ninety percent (90%). Therefore, we recommend construction continue as scheduled. SCOPE Our firm was retained to observe grading operations with regard to current standard practices and to determine the degree of compaction of placed fill. Grading plans were prepared by K & S Engineering of San Diego, California. Grading operations were performed by North County Asphalt Grading Divisioa Reference is made to the following soils reports prepared by our firm: 1.) "Preliminary Soils Investigation" (2785 Crest Drive), dated June 21,1999 2.) "Amended Preliminary Soils Investigation" (1858 Buena Vista Drive), dated August 10,1999. Approximate locations and depth of filled ground and extent of earthwork construction covered in this report are indicated on the attached Plate No. One entitled, "Test Location Sketch". P.O.BOX302002 * ESCONDIDO.CA 92030 * (760JJ50-I116 FAX(760)741-6568 V""of NORTH COOMTY COMPACTION ENGINEERING, INC. Project No. CE-5837 Page 2 Grading operations were performed in order to create four (4) level building pads to accommodate the proposed single family dwellings. Should the finished pads be altered in any way, we should be contacted to provide additional recommendations. The site was graded in accordance with recommendations set forth in our previously submitted reports. The site was graded to approximately conform to project plans. Actual pad size and elevation may differ. Finish grade operations are to be completed at a later date. LABORATORY TESTING Representative soils samples were collected and returned to the laboratory for testing. The following tests were performed and are tabulated on the attached Plate No. Three. 1. Optimum Moisture/Maximum Density (ASTM D-1557) 2. Expansion Potential Test (FHA Standard) SOIL Native soils encountered were silty-sands. Fill soils were generated from the on-site excavation. The building site contained a transition from cut to fill. However, cut areas located within the building area were over excavated a minimum of 3 feet and brought to grade with compacted soil. Over excavation was carried a minimum of 5 feet beyond the exterior building perimeter. Hence, no consideration need be given this characteristic. On-site soils were found to have an expansion index of 10 and are classified as being "very low" in expansion potential. During grading, loose top soils were removed to firm native ground. Native areas to receive fill were scarified, watered, and compacted to a minimum of ninety percent (90%) of maximum density. Fill soils were placed, watered, and compacted in 6 inch lifts. To determine the degree of compaction, field density tests were performed in accordance with ASTM D-1556 or D-2922 at the approximate horizontal locations designated on the attached Plate No. One entitled, 'Test Location Sketch". A tabulation of test results and their vertical locations are presented on the NORTH COUNTY COMPACTION ENGINEERING, INC. Project No. CE-5837 Page3 attached Plate No. Two entitled "Tabulation of Test Results". Fill soils found to have a relative compaction of less the ninety percent (90%) were reworked until proper compaction was achieved. RECOMMENDATIONS AND CONCLUSIONS Continuous inspection was not requested to verity fill soils are placed in accordance with current standard practices regarding grading operations and earthwork construction. Therefore, as economically feasible as possible, part-time inspection was provided. Hence, the following recommendations are based on the assumption that all areas tested are representative of the entire project. 1.) Compacted fill and natural ground within the defined building areas have adequate strength to safely support the proposed loads. 2.) Slopes may be considered stable with relation to deep seated failure provided they are properly maintained. Slopes should be planted within 30 days with light groundcover (no gorilla ice plant) indigenous to the area. Drainage should be diverted away from the slopes to prevent water flowing on the face of slope. This will reduce the probability of failure as a result of erosioa 3.) In our opinion, soil liquefaction at the site is unlikely to occur due to the following on-site soils conditions: A). Groundwater was not encountered at the time of grading. B). Fill ground and loose topsoils were compacted to a minimum of ninety percent (90%) of maximum dry density. C). The dense nature of the formation underlying the site. 4.) Continuous footings having a minimum width of 12 inches and founded a minimum of 12 inches and 18 inches below lowest adjacent grade for one and two stories, respectively, will have an estimated allowable bearing value of 2000 pounds per square foot. 5.) Footings located on or adjacent to slopes should be founded at a depth such that the horizontal distance from the bottom outside face of footing to the face of the slope is a minimum of 8 feet NORTH COUNTY COMPACTION ENGINEERING, INC. Project No. CE-5837 Page 4 6.) All continuous footings should be reinforced with a minimum of one #4 bar top and bottom. Steel should be positioned 3 inches above bottom of footing and 3 inches below top of footing. 7.) Slabs should be a minimum of 4 inches thick and reinforced with #3 bars on 18 inch centers both ways at mid-point of slab thickness. 8.) Interior slab underlayment should consist of visqueen installed at mid-point within a 4 inch sand barrier (2 inches sand, visqueen, 2 inches sand). Sand should be tested in accordance with ASTM D-2419 to insure a minimum sand equivalent of 30, 9.) Plumbing trenches should be backfilled with a non-expansive soil having a swell of less than two percent (2%) and a minimum sand equivalent of 30. Backfill soils should be inspected and compacted to a minimum of ninety percent (90%). lO^Comr^etionof grading operations were left at rough grade. Therefore, we recommend alandscape arcmtect be contacted to provide rmisfi giade artd —- ~ drainage recommendations. Drainage recommendations should include concrete ~sfdewalks placed on all sides of structures a minimum of 4 feet in width and have a minimum fall of two percent (2%) away from foundation zones. To further protect water penetration of the zone, rain gutters should be installed to divert run-off Landscape planter areas within 4 feet of the foundation should be avoided and/or designed with sealed bottoms and a drain system. 11.) Unless requested, recommendations for future improvements (additions, pools, recreation slabs, additional grading, etc.) were not included in this report. Prior to construction, we should be contacted to update conditions and provide additional recommendations. Prior to pouring of concrete, North County COMPACTION ENGINEERING, INC. should be contacted to inspect foundation recommendations for compliance to those set forth. Foundation recommendations presented in this report should be considered minimal. Therefore, we recommend the project architect and structural engineer review this report to assure recommendations presented herein will be suitable with regard to the type of construction planned. MORTH COUNTY COMPACTION ENGINEERING, INC. Project No. Ce-5837 Page5 In the event a future swimming poo! is constructed, we should be contacted to inspect the pool excavation to assure that adverse soil conditions do not exist. UNCERTAINTY AND LIMITATIONS In the event foundation excavation and steel placement inspection is required and/or requested, an additional cost of $170.00 will be invoiced to perform the field inspection and prepare a "Final Conformance Letter". If foundations are constructed in more than one phase, $120.00 for each additional inspection will be invoiced (Same applies for pool excavation inspections.) It is the responsibility of the owner and/or his representative to carry out recommendations set forth in this report. San Diego County is located in a high risk area with regard to earthquake. Earthquake resistant 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. 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 Dale R. Regli President Registered Civil Engineer 19393 Geotechnical Engineer 000713 RKA:paj cc: (3) submitted NORTH COUNTY COMPACTION ENGINEERING, INC. SOIL TESTING PROPOSED SINGLE FAMILY DWELLING LOT NO. 1 EUCALYPTUS CREST CARLSBAD, CALIFORNIA12+00 APPRO!. 1" - 20' TEST LOCATION SKETCH PROJECT NO. CE-5837 PLATE No. NORTH COUNTY COMPACTION ENGINEERING, INC. SOIL TESTING PROPOSED SINGLE FAMILY DWELLING LOT NO. 2 EUCALYPTUS CREST CARLSBAD, CALIFORNIA _^___^^_____ APPRO!. SCALE 1" - 20' TEST LOCATION SKETCH PROJECT NO. CE-5837 PLATE No. OHE 'A' NORTH coarmr COMPACTION ENGINEERING, INC. SOIL TESTING PROPOSED SINGLE FAMILY DWELLING LOT NO. 3 EUCALYPTUS CREST CARLSBAD, CALIFORNIA APPRO!. SCALE 1"'. 201 14+00 TEST LOCATION SKETCH PROJECT NO. CE-5837 PLATE No, ONE 'B' NORTH coarmr COMPACTION ENGINEERING, INC. SOIL TESTING PROPOSED SINGLE FAMILY DWELLING LOT NO. 5 , EUCALYPTUS CRECT i CARLSBAD, CALIFORNIA 01. SCALE TEST LOCATION SKETCH PROJECT NO. CE-5837 PLATE No. ONE 'c1 NORTH COUNTY COMPACTION ENGINEERING, INC. TABULATION OF TEST RESULTS Test # Date I I 1 03/13/01 2 3 4 5 6 7 8 9 10 03/14/01 11 12 13 H 15 16 17 18 03/15/01 19 20 21 22 23 24 25 26 27 28 29 03/16/01 30 31 32 33 34 35 iorizontal Vertical .ocation Location See 190.0 Plate 190.5 One 189.5 190.5 189.5 190.0 190.0 190.5 190.0 190.0 190.5 189.0 189.5 190.0 190.5 189.5 190.5 Field Moisture Dry Density %DryWt. LBCu.Ft. 10.4 121.2 08.9 125.3 08.7 120.9 10.4 126.7 10.6 119.5 11.1 118.8 10.2 122.3 10.7 121.7 10.0 123.4 12.4 121.5 11.9 124.1 12.2 115.5 11.6 124.0 11.4 123.1 10.9 126.4 12.4 118.3 12.6 120.2 189.5 UNO 11.4 121.1 189.5 UNO 11.6 115.1 189.5 UNO 07.9 121.4 188.5 UNO 10.0 122.0 188.5 UNO 08.8 122.2 191.0 191.5 190.5 191.5 190.5 191.5 188.5 189.5 188.0 189.5 190.0 11.0 123.6 12.0 120.9 10.4 122.3 10.6 124.4 11.9 120,5 11.3 122.8 08.2 119.1 08.3 123.8 07.7 118.2 08.2 124.1 09.5 120.6 188.0 UNO 10.0 122.7 188.5 UNO 11.3 121.6 Soil Percent of Type Compaction H 94.9 n 98.1 U 94.7 V 94.9 H 93.6 H 93.1 V 91.6 U 91.1 V 92.4 II 95.2 II 97.2 II 90.5 V 92.8 V 92.5 V 94.6 H 92.7 V 90.0 ffl 96.2 ffl 91.4 ffl 96.4 Eff 96.9 ffl 97.0 V 92.5 V 90.5 V 91.6 V 93.1 V 90.2 V 91.9 IV 90.7 IV 94.3 IV 90.0 V 92.9 V 90.3 ffl 97.4 ffl 96.5 REMARKS: RFC = Rough Finish Grade UNG = Undisturbed Native Ground PROJECT NO. CE-5837 PLATE NO. TWO NORTH COUNTY COMPACTION ENGINEERING, INC. TABULATION OF TEST RESULTS Test # Date I I 36 03/16/01 37 38 39 40 03/19/01 41 42 43 44 03/20/01 45 46 47 48 49 50 51 52 03/21/01 53 54 55 56 57 58 59 60 03/22/01 61 62 " 63 64 65 * 66 67 03/23/01 68 69 03/27/01 70 71 72 73 03/30/01 74 iorizontal Vertical -ocation Location See 191.5 Plate 192.0 One 191.5 192.0 Field Moisture % Dry Wt. 09.5 11.5 10.9 10.4 177.5 UNO 11.2 177.0UNG 12.1 177.5 UNO 09.6 177.5 UNO 09.4 178.5 179.5 178.5 179.5 179.5 178.5 10.9 12.4 11.5 11.0 11.6 16.3 177.0 UNO 10.9 176.5 UNO 11.3 178.5 179.5 178.5 179.5 178.5 179.5 12.2 11.1 12.1 11.1 12.1 12.1 190.0 UNO 09.1 190.0 UNO 11.8 192.0 191.0 192.0 191.0 192.0 191.0 10.2 11.0 10.2 11.5 11.7 10.7 188.0UNG 09.5 190.0 191.5 190.0 191.0 190.0 191.0 190.0 191.0 11.4 11.7 10.7 11.5 09.6 10.9 11.6 09.6 Dry Density LB Cu. Ft. 123.9 121.0 120.9 122.8 122.9 122.8 122.5 122.8 121.3 119.3 125.1 122.8 114.5 111.7 121.1 120.4 119.4 123.7 122.1 121.7 122.4 120.1 119.7 116.9 126.2 125.1 125.8 122.4 126.1 123.4 123.5 127.3 121.4 125.5 124.1 125.9 129.0 121.5 124.3 Soil Type V V V V m mm m VI VI VI VI VI VIm m VI VI VI VI VI VI in in V V V V V V in V V V V V V V V Percent of Compaction 92.8 90.6 90.5 91.9 97.6 97.5 97.2 97.5 93.6 92.1 96.6 94.8 88.4* 86.2* 96.1 95.6 92.2 95.9 94.2 93.9 94.5 92.7 95.0 92.8 94.5 93.7 94.2 91.6 94.4 92.4 98.0 95.3 90.9 94.0 93.0 94.3 96.6 91.0 93.1 REMARKS:UNO = Undisturbed Native Ground PROJECT NO. CE-5837 PLATE NO. TWO (page 2) NORTH COCINTY COMPACTION ENGINEERING, INC. TABULATION OF TEST RESULTS Test # DJite Horizontal Location 75 00/00/01 See 76 77 78 79 80 81 82 83 Plate One Vertical Location Field Moisture % Dry Wt. 180.5 RFG 09.4 180.5 RFG 08.5 192.3 RFG 07.0 192.3 RFG 06.9 192.3 RFG 09.4 192.3 RFG 09.3 191.8 RFG 08.2 191.8 RFG 08.3 192.3 RFG 07.9 84 04/02/01 85 86 M 192.3 RFG 09.1 192.3 RFG 08.2 192.3 RFG 09.5 Dry Density LB Cu. Ft. 122.8 125.7 130.4 126.8 126.4 125.9 124.2 124.1 126.3 126.1 123.9 123.7 Soil Type VI VI V V V V V V V V V V Percent of Compaction 94.8 97.0 97.6 94.9 94.6 94.3 93.0 92.9 94.6 94.4 92.8 92.6 REMARKS: RFG = Rough Finish Grade Test No.'s 29 thru 39, 69, 70, 73, 74, 85 & 86 taken on remainder parcel Lot No. 1 and will be reported at a later date Test No.'s 40 thru 57, 75 & 76 taken on remainder Parcel D and will be reported at a later date Test No. 52 is a retest of Test No. 48, respectively Test No. 53 is a retest of Test No. 49, respectively PROJECT NO. CE-5837 PLATE NO. TWO (page 3) NORTH COCINTY COMPACTION ENGINEERING, INC. TABULATION OF TEST RESULTS OPTIMUM MOISTURE/MAXIMUM DENSITY SOIL DESCRIPTION TYPE MAX DRY DENSITY (LB. CU. FD OPT. MOISTURE Brown Silty-Sand Orange Brown Silty-Sand Orange Brown Silty-Sand Yellow Brown Silty-Sand Orange Brown Silty-Sand Orange Brown Silty-Sand SAMPLE NO. CONDITION INITIAL MOISTURE (%) AIR DRY MOISTURE (%) FINAL MOISTURE (%) DRY DENSITY (PCF) LOAD(PSF) SWELL (%) EXPANSION INDEX I n m IV V VI 126.3 127.6 125.9 131.3 133.5 129.5 EXPANSION POTENTIAL n iv Remold 90% 10.6 4.9 16.7 114.8 150 .9 9 Remold 90% 8.7 1.5 11.3 118.2 150 .000 0 V 09,7 10.5 10.3 08.7 08.0 09.6 Remold 90% 7.3 2.0 12.4 120.2 150 1.0 10 PROJECT NO. CE-5837 PLATE NO. THREE ?" NORTH COtlHTY COMPACTION ENGINEERING, INC. March 8,2000 Project No. CE-5837 MSK Development Group 5142 Avenida Encinas Carlsbad, CA 92008 Subject: Seismic Design Considerations Proposed Residential Sub-Division Crest Drive & Buena Vista Drive Encinitas, California (Plan Check No. 99-4704) References: 1.) "Preliminary Soils Investigation" prepared by North County Compaction Engineering, Inc., dated June 21,1999 2.) "Amended Preliminary Soils Investigation" prepared by North County Compaction Engineering, Inc., dated August 10,1999 Gentlemen: Per the City of Carlsbad's request, we are providing herein the near-source factor for seismic zone 4 for the subject project. (Section 1629.4.2.) Seismic Design Consideration (Soil Parameters) A.) Soil Profile = SD (Table 16-J of the Uniform Building Code) B.) Type *B' Fault (Rose Canyon/Newport Inglewood Fault) C.) Distance = 8 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) Please note that the requested statement with regard to soil liquafaction is presented in referenced reports 1 and 2, under Page 2, Paragraph 3. P. O. BOX 302002 * ESCONDIDO, CA 92030* (760)480-1116 FAX (760)741-6568 MORTH COUNTY COMPACTION ENGINEERING, INC. Project No. CE-5837 Page 2 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 President DaleR.Regli Registered Civil Engineer 19393 Geotechnical Engineer 000713 RKA:paj cc: (3) submitted NORTH COUNTY COMPACTION ENGINEERING, INC. AMENDED PRELIMINARY SOILS INVESTIGATION FOR RESIDENTIAL SUBDIVISION EXPANSION LOTNO.'S8,9andlO 1858 BUENA VISTA DRIVE CARLSBAD, CALIFORNIA PREPARED FOR MSK DEVELOPMENT ATTN: DONNA WILSON 5142 AVENIDA ENCINAS CARLSBAD, CA 92008 AUGUST 10,1999 PROJECT NO. CE-5837-A MORTH COGMTY COMPACTION ENGINEERING, INC. August 10,1999 Project No. CE-5837-A MSK Development 5142 Avenida Encinas Carlsbad, CA 92008 Attn: Donna Wilson SUBJECT: Amended Preliminary Soils Investigation LotNo.'s8,9andlO 1858 Buena Vista Drive Carlsbad, California Dear Ms. Wilson: In response to your request, we have performed a Preliminary Soils Investigation for the subject project. It is our understanding that adjoining Lots 8,9 and 10 will be amended to the proposed six lot sub-division located at 2785 Crest Drive. Recommendations for Lots 1,2,3,5,6 and 7 are presented in our "Preliminary Soils Investigation" dated June 21,1999. Recommendations for Lots 8,9 and 10 are presented herewith. The purpose of our investigation was to evaluate the suitability of the site for the proposed development and make recommendations with regard to site grading and foundation design. Briefly, our investigation revealed favorable soil conditions and in our opinion, the site is suitable for the proposed development, provided recommendations set forth in the attached report are adhered to. 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 Dale R. Regli President Registered Civil Engineer 19393 Geotechnical Engineer 000713 RKA:paj cc: (3) submitted (2) filed P.O.BOX302002 * 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. Grading B. Foundations C. Slopes D. Retaining Walls E. Estimated Paving Section F. Review of Grading Plan 7. Uncertainty and Limitations Page 1 1 1 2 2 2 3 4 5 5 6 7 APPENDIX Appendix A: Exploration Legend & Unified Soil Classification Chart Plate No. One Plate No. Two Plate No. Three Test Pit Location Plan Exploration Log Tabulation of Test Results Appendix B: Recommended Grading Specifications NORTH COUNTY COMPACTION ENGINEERING, INC. Project No. CE-5837-A Page 1 1. PURPOSE AND SCOPE The purpose of the investigation was to determine if the site is suitable for the proposed residential sub-division (Lot No.'s 8,9 and 10). 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 grading, site preparation, and foundation design of the proposed structure(s). 2. LOCATION AND DESCRIPTION OF SITE The site is located at the west corner or Buena Vista Drive and Crest Drive in the City of Carlsbad, California. Adjoining Lot No.'s 8,9 and 10 will become part of the proposed six lot sub-division outlined in our previously submitted "Preliminary Soils Investigation", dated June 21,1999. The three adjoining lots are rectangular in shape and cover approximately 140 feet and 179 feet of frontage along Buena Vista Drive and Crest Drive, respectively. The southwest boundary of the lots is bordered by a single family dwelling and the northwest boundary will abutt Lot No. 7 of the recently planned sub-division. Site topography of the lots consist of predominantly flat terrain pitched slightly downhill to the northeast and east. The site is presently occupied with a single family dwelling and small agricultural greenhouses. The dwelling is generally landscaped with trees, shrubs, grasses, walkways, fences, etc. 3. FIELD INVESTIGATION The field investigation was performed on July 291999 and included an inspection of the site and the excavation of one exploratory trench, with a backhoe to depths of five feet. Location of test pit is 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. Two, Subsequent to obtaining soil samples, our exploratory excavations were backfilled NORTH COUNTYCOMPACTION ENGINEERING, INC. Project No. CE-5837-A Page 2 4. SOIL CONDITIONS Loose surficial soils (silty-sands) consisting of old fill and/or plowed ground were found to be 1,5 feet in our test pit excavation. Underlying native soils to depths explored were dense silty- sands of the coastal terrace deposit. On-site soils were found to have an expansion index of less than 10 and are classified as being **very low" in expansion potential. Therefore, no special consideration need be given this characteristic. Groundwater was not encountered at the time of our investigation, nor did caving of exploratory trench occur. In addition, due to the dense nature of the underlying sandstone formation at the site, it is our opinion, soil liquefaction is unlikely to occur in the event grading is performed in accordance with the recommendations set forth in this report. 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) (ASTMD-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 and Three, entitled "Exploration Log" and "Tabulation of Test Results". 6. RECOMMENDATIONS AND CONCLUSIONS General It is our understanding, the proposed dwellings will consist of wood frame construction utilizing slab on grade foundations. In our opinion, the site is suitable for the proposed residential sub-division expansion. Recommendations presented in this report should be incorporated into the planning, design, and construction phases of the subject project. NORTH COGMTY COMPACTION ENGINEERING, INC. Project No. CE-5837-A Page 3 6A. Grading General It is our understanding cut/fill earthwork construction will be performed to create a level building pads to accommodate slab on grade foundations. Furthermore, minor cut and fill slopes constructed at inclinations of 2:1 or flatter are planned. All grading should be performed in accordance with the City of Carlsbad Grading Ordinance and the Recommendations/Specifications presented in this report. Subsequent to site demolition, loose surficial soils (plowed ground/old fill), as indicated on the attached Plate No. Two, should be undercut or removed to firm native ground and recompacted in accordance with the attached Appendix *B* entitled "Recommended Grading Specifications". Firm native ground may be determined as undisturbed soil having an insitu density of greater than ninety percent (90%) of maximum dry density. We should be contacted to document firm native ground is exposed and properly prepared prior to filling. A subdrain system should be installed where filling of swales, draws, or canyons is proposed. The location of the drain should be determined by the Soils Engineer and/or his representative at the time of grading. Subdrain construction should consist of a 24 inch X 24 inch trench excavated into firm natural soil. The trench should be backfilled with 1 inch minus crushed rock with a 6 inch perforated pipe (holes down) placed at the center of the rock. The rock should be wrapped in filter fabric to reduce siltation of drain materials. All drains should have a minimum of one percent (1%) fall toward their outlets. Prior to constructing fill slopes, shear keys should be excavated a minimum of 2 feet into firm native ground, inclined back into slope, and have a minimum width of 15 feet. We should be contacted to document keyways were properly constructed prior to placing fill. Natural terrain steeper than an inclination of 5:1 (horizontal to vertical units), should be benched (stair-stepped) to provide a stable bedding for subsequent fill. Sizing of benches should be determined by the Soils Engineer or his representative during grading. All fill soils generated from earthwork construction should be placed in conformance with the attached Appendix 'B' entitled, "Recommended Grading Specifications". Should soils to be imported, they should be non-expansive (less than 2% swell) and granular by nature, having strength parameters equal to or greater than the prevailing on-site soils. We should be contacted to inspect an/or test imported soils prior to hauling then on-site to assure they will be suitable for the proposed construction. NORTH COUNTY COMPACTION ENGINEERING, INC. Project No. CE-5837-A Page 4 Particles of asphalt and concrete debris, having a diameter of greater than 6 inches, will not be suitable fill material and should be separated from fines during grading and hauled off-site. If encountered, leach lines and/or pipes should be removed. Concrete pipes may be crushed in place. Trench lines should be recompacted in accordance with Appendix *B'. Temporary slopes steeper than 1:1 ratios to be retained at a later date should be back cut to the standard specifications set forth by CAL-OSHA. To avoid delays during the course of construction, we recommend CAL-OSHA be contacted to determine the back cut slope ratio with regard to the slope height prior to the start of construction. It should be noted, CAL-OSHA may require a slope stability analysis by our firm to verify temporary slopes will be stable during the construction phase of the subject project. It is highly probable the proposed structure(s) will be traversed by a transition from cut to fill. Therefore, to reduce structural damage occurring from foundations bearing on two different soil types, the following measure should be employed: It is recommended the cut side of the transitional areas be removed to a depth of 1 foot below the bottom of the deepest proposed footing and brought back to grade with properly compacted fill. This will allow the proposed structure(s) to bear entirely on a compacted fill mat, thus reducing the probability of differential settlement. The removal area should extend under and a minimum of 5 feet beyond the proposed dwelling(s). 6B. Foundations General On-site soils are comprised on sandy-materials possessing 'Very-low" expansion potential and have above average strength parameters. Therefore, conventional foundations may be utilized, provided the aforementioned Grading Recommendation are adhered to. For One-Story Construction: Continuous footing having a minimum width of 12 inches and founded a minimum depth of 12 inches below lowest adjacent grade will have an allowable soil bearing pressure of 2000 pounds per square foot. For Two-Story Construction: Continuous footings should have a minimum width of 15 inches and be founded a minimum depth of 18 inches below lowest adjacent grade. NORTH COUNTY COMPACTION ENGINEERING, INC. Project No. CE-5837-A Page 5 Isolated square footings having a diameter of 18 inches and founded a minimum depth of 18 inches below lowest adjacent grade will have an allowable soil bearing pressure of 2000 pounds per square foot. All continuous footings are to be reinforced with one #4 bar top and bottom. Steel should be positioned 3 inches above bottom of footing and 3 inches below top of footing. Interior slabs should be a minimum of 4 inches thick and reinforced with #3 bars on 18 inch centers, both ways at mid-point of slab thickness. Slab underlayment should consist of 4 inches of washed concrete sand with a visqueen moisture barrier installed at mid-point of sand (2 inches sand, visqueen, 2 inches sand). Sand should be tested in accordance with ASTM D-2419 to insure a minimum sand equivalent of 30. Foundation set-backs from top of slopes should be a minimum of 8 feet If this cannot be achieved, footings near or on adjacent slopes should be founded at a depth such that the horizontal distance from the bottom outside edge of footing to the face of the slope is a minimum of 8 feet. Prior to pouring of concrete, North County COMPACTION ENGINEERING, EVC. should be contacted to inspect foundation recommendations for compliance to those set forth. During placement of concrete North County COMPACTION ENGINEERING, INC. and/or a qualified concrete inspector should be present to document construction of foundations. 6C. Slopes Cut and compacted fill slopes constructed to maximum heights of 15 feet with maximum slope ratios of 2:1 (horizontal to vertical units) will be stable with relation to deep seated failure, provided they are properly maintained. During grading, positive drainage away from top of slopes should be provided. Subsequent to completion of grading, slopes should be planted as soon as possible with light groundcover indigenous to the area. Our slope stability analysis was performed utilizing "Taylor's Charts" for cut and compacted fill slopes and a safety factor of 1.5. 6D. Retaining Walls For static conditions, the prevailing soils will have an allowable equivalent passive fluid pressure of 355 psf, increasing 355 psf per foot in depth. Allowable pressures assume walls are MORTH COCJNTY COMPACTION ENGINEERING, INC. Project No. CE-5837-A Page 6 backfilled with a non-expansive sand a distance behind the wall equivalent to two-thirds the retained height. Allowable active pressures may be assumed to be equivalent to the pressure of a fluid weighing 36 pcf for unrestrained walls. These values assume a vertical, smooth wall, and a level, drained backfill. Should these conditions not be met, we should be contacted for new values. Allowable active pressures for restrained walls may be assumed to be equivalent to the pressure of a fluid weighing 36 pcf, plus an additional uniform lateral pressure of 8H. H=height of retained soils above top of wall footing in vertical feet. Allowable active pressures for retaining walls with 2:1 inclinations of sloping surcharge may be assumed to be equivalent to a pressure of fluid weighing 52 pcf. The coefficient of friction of concrete to soil may be assumed to be .35 for resistance to horizontal movement. 6E. Estimated Paving Section Proposed interior streets and driveways are based on an estimated R-Value of 45. The following section is provided for bid purposes only. Actual sections should be determined subsequent to completion of grading operations. Interior Streets Assumed Traffic Index = 4.5 (Light Vehicular Traffic) 3 inches of asphaltic paving on 4 inches of select base coarse on 6 inches of recompacted native subgrade. Proposed Private Driveways 2 inches of asphaltic paving on 4 inches of select base coarse on 6 inches of recompacted native subgrade. All materials and construction for asphaltic paving and base should conform to the Standard Specifications of the State of California Business and Transportation Agency, Department of Transportation, Sections 39 and 26, respectively. Class II base material should have a minimum R-Value of 78 and a sand equivalent of 30. All materials should be compacted to a minimum of ninety-five percent (95%). NORTH COUNTY COMPACTION ENGINEERING, INC. Project No. CE-5837-A Page? Note: The City of Carlsbad may impose a minimum pavement section that may exceed the above estimated section. Rigid Concrete Paving: 5 inches of concrete reinforced with #3 bars on 18 inch centers, both ways, on 4 inches of Class n base material on 6 inches of recompacted native subgrade soil. NOTE: All concrete should have a minimum compressive strength of 3250 psi. All subgrade and base materials should be compacted to a minimum of ninety-five percent (95%). 6F. Review of Grading Plan Approved site and grading plans were not available at the time of our investigation. Therefore, upon their completion, we should review them to assure compliance with 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. NORTH COUNTY COMPACTION ENGINEERING, INC. Project No. CE-58367-A PageS 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. Ronald K. Adams Dale R. Regli President Registered Civil Engineer 19393 Geotechnical Engineer 000713 RKA:paj cc; (3) submitted (2) filed NORTH COUNTY COMPACTION ENGINEERING, INC. Soil Testing & Inspection Services EXPLORATION LEGEND UNIFIED SOIL CLASSIFICATION CHART SOIL DESCRIPTION I. COARSE GRAINED: 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) SAM2S CLEAN SANDS More than half of coarse fraction is smaller than No. 4 sieve size. SANDS WITH FINES (appreciable amount of fines) H. FINE GRAINED: 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 GW GP GM GC SW SP SM sc TYPICAL NAMES 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. SUty gravels, poorly graded grave!- 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. SUty 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 sJlty 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 SUB-DIVISION EXPANSION LOT NO. 8, 9 & 10 BDENA VISTA DR. CARLSBAD, CA V X * f\TEST\ i PIT #1 \TEST PIT #2 !j.NVJSSTIGATJbN DAT^D [JUNE 21 1999 ' PROJECT NO. CE-5837-A PLATE NO. ONE NORTH COCJNTY COMPACTION ENGINEERING, INC. TABULATION OF TEST RESULTS OPTIMUM MOISTURE/MAXIMUM DENSITY SOIL DESCRIPTION TYPE Yellow Brown Silty-Sand P4 @ 2' MAX. DRY DENSITY CLB. CU. FT) 131.3 OPT. MOISTURE f%DRYWT) 8.7 EXPANSION POTENTIAL SAMELE_NCL CONDITION INITIAL MOISTURE (%) AIR DRY MOISTURE (%) FINAL MOISTURE (%) DRYDENSITY(PCF) LOAD(PSF) SWELL (%) EXPANSION INDEX Remold 90% 8.7 1.5 11.3 118.2 150 .000 0 SAMPLE NO. DIRECT SHEAR CONDITION Remold 90% ANGLE INTERNAL FRICTION 28 COHESION INTERCEPT (PCF) 210 PROJECT NO. CE-5837-A PLATE NO. THREE City of Carlsbad Building Department CERTIFICATE OF COMPLIANCE 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 permit. The City will not issue any building permit without a completed school fee form. Project Name: Building Permit Plan Check Number: Project Address: A.P.N.: Project Applicant (Owner Name): Project Description: Building Type: Residential: Second Dwelling Unit: Residential Additions: -co Number of New Dwelling Units I Square Feet of Living Area in New Dwelling -S £"OQ Square Feet of Living Area in SDU Net Square Feet New Area Commercial/Industrial: Square Feet Floor Area City Certification of Applicant Information:Pate: -SCHOOL-JMSTRICTS WITHIN THE CITY OF CARLSBAD Carlsbad Unified School District >^ San Marcos Unified School District 6225 El Camino Real ) 215 Mate Way Carlsbad CA 92009 (331-5000X^ San Marcos, CA 92069 (736-2200) Encinitas Union School District 101 South Rancho Santa Fe Rd Encinitas, CA 92024 (944-4300) San Dieguito Union High School District 710 Encinitas Blvd. 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 unite, 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:Date: Revised 4/20/Ofl 1635 Faraday Avenue Building Counter Carlsbad, CA 92OO8-7314 • (760) 602-270O (76O) 602-2719 • FAX (76O) 602-8558 SCHOOL DISTRICT SCHOOL FEE CERTIFICATION (To be completed by the school district(s)) ***iHt******************************************** 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 . QAYI DEPUTY SUPERINTENDENT TITLE NAME OF SCHOOL DISTRICT SJJoPJSi!!!!^KZScLGAIUNORcJIL DATE PHONE NUMBER Revised 4/20/00 NORTH COUNTY COMPACTION ENGINEERING, INC EXPLORATION LOG PROJECT NAME: SUB-DIVISION EXPANSION DATE LOGGED: 07/29/99 ELEVATION:EXISTING GRADE TEST PIT NO. FOUR Depth (Feet) 1- 2- 3- 4- Sample Type BG CK Dry Density (pcf) 118.1 Moisture Content (%) 5.7 Passing #200 Sieve 19.8 Sample Depth 2' Soil Classifi cation SM SM Description & Remarks BROWN, DRY, LOOSE, SILTY-SAND (PLOWED GROUND / FILL) (REMOVE & RECOMPACT) YELLOW BROWN, HUMID, DENSE, SILTY-SAND (FIRM NATIVE) BOTTOM OF TEST PIT NOTE: TESTPITNO/S1THRU3 WERE PRESENTED IN OUR PREVIOUSLY SUBMITTED REPORT DATED JUNE 21, 1999 PROJECT NO.CE-5837-A PLATE NO. TWO NORTH COCIMTY COMPACTION ENGINEERING, INC. RECOMMENDED GRADING SPECIFICATIONS (General Provisions) 1. INTENT The intent of these specifications is to provide procedures in accordance with current standard practices regarding clearing, compacting natural ground, preparing areas to receive fill, and placing and compacting of fill soil to the lines, grades, and slopes delineated on the project plans. Recommendations set forth in the attached "Preliminary Soils Investigation" report or special provisions are a part of the "Recommended Grading Specifications" and shall supercede the provisions contained hereinafter in case of conflict. 2. INSPECTION & TESTING A qualified Soils Engineer shall be employed to inspect and test the earthwork in accordance with these specification and the accepted plans. It will be necessary that the Soils Engineer or his representative be allowed to provide adequate inspection so that he may certify that the work was or was not accomplished as specified or indicated. It shall be the responsibility of the contractor to assist the Soils Engineer and to keep him appraised of work schedules, changes, new information and dates, and new unforeseen soils conditions so that he may make these certifications. If substandard conditions (questionable soils, adverse weather, poor moisture control, inadequate compaction, etc.) Are encountered, the Soils Engineer will be empowered to either stop construction until conditions are remedied or recommend rejection of the work. Soil tests used to determine the degree of compaction will be performed in accordance with the following American Society for Testing and Materials (ASTM) test methods: *Maximum Density & Optimum Moisture Content (ASTM D-1557-78) * Density of Soil In-Place (ASTM D-1556 or ASTM D-2922 & 3017) 3. MATERIALS Those soils used as fill will have a minimum of forty percent (40%) passing a #4 sieve. They will be free of vegetable matter or other deleterious substances and contain no rock over 6 inches in size. Should unsuitable material be encountered, the Soils Engineer will be contacted to provide recommendations. APPENDIX *B' NORTH COCJNTY COMPACTION ENGINEERING, INC. 4. PLACING AND SPREADING OF FILL The selected fill material shall be placed in layers which when compacted will not exceed 6 inches in thickness. Each layer shall be spread evenly and shall be thoroughly blade mixed during the spreading to insure uniformity of material in each layer. When moisture content of the fill material is below that recommended by the Soils Engineer, water shall then be added until the moisture content is as specified to assure thorough bonding during the compacting process. When the moisture content of the fill materials is above that recommended by the Soils Engineer, the fill material shall be aerated by blading or other satisfactory methods until the moisture content is as specified. 5. COMPACTION After each layer has been placed, mixed, and spread evenly, it shall be thoroughly compacted to not less than ninety percent (90%) relative compaction. Compaction shall be by sheepsfoot rollers multiple-wheel pneumatic tired rollers or other types of rollers. Rolling shall be accomplished while the fill material is at the specified moisture content. Rolling each layer shall be continuous over it's entire area and the roller shall make sufficient trips to insure that the desired density has been obtained. The fill operation shall be continued in 6 inch compacted layers, or as specified above, until the fill has been brought to the finished slopes and grades shown on the project plans. 6. WALL BACKFILL Backfill soils should consist of non-expansive sand, Compaction should be achieved with light hand-held pneumatic tampers to avoid over compaction and hence cause structural damage. Wall backfill should be compacted to a minimum of ninety percent (90%) of maximum density. 7. TRENCH BACKFILL All trench backfill located within structural areas should be compacted to a minimum of ninety percent (90%) of maximum density. APPENDIX <B' 09-01-2004 City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 Plan Check Revision Permit No:PCR04UO Building Inspection Request Line (760) 602-2725 Job Address: 2807 CREST DR CBAD Permit Type: PCR Parcel No: Lot #: 0 Valuation: $0.00 Construction Type: NEW Reference #: CB040486 Project Title: LANCIAL RES-TRUSS REVISION Status: ISSUED Applied: 08/18/2004 Entered By: RMA Plan Approved: 09/01/2004 Issued: 09/01/2004 Inspect Area: Applicant: RON LANCIAL Owner: 760 434--3711 Plan Check Revision Fee Additional Fees $120.00 $0.00 Total Fees:$120.00 Total Payments To Date:$0.00 Balance Due:$120.00 0251 09/01/04 0002 01 02 CGR 120-00 Inspector: FINAL APPROVAL Date:Clearance: NOTICE: Please take NOTICE ttiat approval of your project includes the Imposition" of fees, dedications, reservations, or other exactions hereafter collectively referred to as fees/exactions." You have 90 days from the date this permit was issued to protest imposition of these fees/exactions. If you protest them, you must follow the protest procedures set forth in Government Code Section 66020(a), and file the protest and any other required information with the City Manager for processing in accordance with Carlsbad Municipal Code Section 3.32.030. Failure to timely follow that procedure will bar any subsequent legal action to attack, review, set aside, void, or annul their imposition. You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capacity changes, nor planning, zoning, grading or other similar application processing or service fees in connection with this project. NOR DOES IT APPLY to any fees/exactioDSof which you haveereyiQuslv been given a NOTICE similar to this, orasto which the statute ofjjmitations has previously otherwise expired. PPSMIT APPLICATION CITY OF CARLSBAD BUILDING DEPARTMENT 1635 Faraday Ave., Carlsbad, CA 92008 FOR OFFICE USt UMLY PLAN CHECK NO EST. VAL. ' Plan Ck. Deposit Validated B Date Address (include BIdg/Suite *)Business Name {at this address) Legal Description Lot No.Subdivision Name/Number Unit No.Phase No.Total * of units Assessor's Parcel *Existing Use Proposed Use DM f of Stories t of Bedrooms t of Bathrooms (Sec. 7031.6 Business and Professions Code: Any City or County which require* 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 ha 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 la exempt therefrom,.and the basis for the alleged exatnalipn. Any violation of Section 7031.6 by any applicant for a permit subjects the applicant to a/dvILpenalty^T not rrjare than five hundred dollars [$6001)., Name State License It Address License Class City State/Zip City Business License Telephone f Designer Name, State license * Address City State/Zip Telephone Workers' Compensation Declaration: I hereby affirm under penalty of perjury one of the following declarations: Q I have and will maintain a certificate of consent to sett-insure for workers' compensation as provided by Section 37OO of the Labor Code, for the performance of the work for which this permit la Issued. O 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 _^_ __ : PoHcy No. Expiration Date (THIS SECTION NEED NOT BE COMPLETED IF THE PERMIT IS FOR ONE HUNDRED DOLLARS [$100] OR LESS) t*P CERTIFICATE OF EXEMPTION: I certify that in the performance of the work for which this permit Is issued, I shall not employ any parson in any manner so w to become subject to the Workers' Compensation Laws of California. WARNING: FaHun to seaura workers' compensation coverage to unlawful, and shal subject an employer to criminal penalties and dvN fines up to one hundred thousand dollars lalOOjaoUn eddWoq tethatcaat of cgmpsntaBon. daTtage* a* provided for in Section 3706 of the Labor codejnterest angVattomey's fees. SIGNATURE / m-T *.L»i—^—^C '«"• J DATE O_! I hereby affirm that I am exempt from the Contractor's License Law for the following reason: Q I, as owner of the property or my employees with wages as their sole compensation, will do the work and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or through his own employees, provided that such improvements are not Intended or offered for sale. If, however, th« 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 Hale). <Jj) 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 Ucwiw Law does not apply **> an owner of property who builds or improves thereon, and contracts for such projects with contractbr(s) licensed pursuant to the Contractor's License Law). .Q I am exempt under Section .___ Business and Professions Coda for this reason: 1. I personally plan to provide the major labor and materials for construction of the proposed property Improvement. Q YES QNO 2. I {have / have not) sighed 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 havs 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 of work): ons to provide the work Indicated (include name / address / phone number / type PROPERTY OWNER SIGNATURE 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 26634 of the Presley-Tanner Hazardous Substance Account Act? -' Q YES Q NO Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? Q YES Q NO Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? O YES Q NO IF ANY OF THE ANSWERS ARE YES. A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED UNLESS THE APPLICANT HAS M£T OR IS MEETING THE REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT. I hereby affirm that there \\ LENDER'S NAME' iction lending agency la/ the performance of the work for which this permit is Issued^Sec. 3097(1) Civil Code). LENDER'S ADDRESS 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 Crty 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 6*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 bulkfing or work authorized by such permit is not commenced within 180 days from the date of suchjwrnil uTH Unbuilding or work authorized by such permit is suspended or abandoned at any time after the work is commqncfld far a par|njj{ 1fif> days (Sftrtion IpfHTl InHnrm Building Code). APPLICANT'S SIGNATURE / ^~ 7—*^ f^--^ ** ^^ DATE '^•^•e^B^ »4 • •» BJJJJJBBB^B»«^»"»-«I— '—* — WHITE: File YELtOW: Applicant PINK: Finance EsGil Corporation In (partnership witd government for Quitting Safety DATE: August 30, 2OO4 Q Q (URIS JURISDICTION: Carlsbad a PLAN REVIEWER Q FILE PLAN CHECK NO.: PCRO4-14O(Orig. 04-486) • SET: I Rev PROJECT ADDRESS: 28O7 Crest Dr. PROJECT NAME: Truss Revision for The Lancia! Residence The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. A] 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: X| Esgil Corporation staff did not advise the applicant that the plan check has been completed. Esgil Corporation staff did advise the applicant that the plan check has been completed, Person contacted: , Telephone #: Date contacted: (by: ) faY\ Fa* #: Mail Telephone Fax In Persot REMARKS: Please provide evideneaflhat the engineer-of-record (or architect) has reviewed the truss calculation package prepaid by others (i.e., a "review" stamp on the truss calculations or a letter). Section 106.3.4.1 By: BiU Elizarraras / Enclosures: Esgil Corporation D <3A D MB D EJ D PC 8/19/04 tmsmtl.dot 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 4 (858)560-1468 4 Fax (858) 560-1576 "^=^= EsGil Corporation In Partnership wit A government for fSuidfing Safety DATE: August 30, 2OO4 Qa ^ JURISDICTION: Carlsbad Q PLAN REVIEWER Q FILE PLAN CHECK NO.: PCRO4-140(Orig. O4-486) SET: I Rev PROJECT ADDRESS: 28O7 Crest Dr. PROJECT NAME: Truss Revision for The Lancial Residence The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. XI 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: 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: Please provide evidence that the engineer-of-record (or architect) has reviewed the truss calculation package prepared by others (i.e., a "review" stamp on the truss calculations or a letter). Section 106.3.4.1 By: Bill Elizarraras Enclosures: Esgil Corporation D GA D MB D EJ D PC 8/19/04 trnsmtl.dot 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858)560-1468 * Fax (858) 560-1576 Carlsbad PCR04-140(Orig. 04-486) August 3O, 2004 VALUATION AND PLAN CHECK FEE JURISDICTION: Carlsbad PLAN CHECK NO.: PCR04-140(Orig. 04-486) PREPARED BY: Bill Elizarraras DATE: August 30, 2004 BUILDING ADDRESS: 2807 Crest Dr. BUILDING OCCUPANCY: R3/U1 TYPE OF CONSTRUCTION: VN BUILDING PORTION Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code AREA ( Sq. Ft.) cb 1 QO4 1 IW Ri lilrilnn Parmif Foo W Valuation Multiplier By Ordinance Reg. Mod. VALUE ($) 1994 DEC Plan Check Fee $120.00 Type of Review: d Repetitive Fee Repeats D Complete Review D Other m Hourly Structural Only Hour* Esgll Plan Review Fee $96.00 * Based on hourly rate Comments: Sheet 1 of 1 macvalue.doc 03 W " - :tf~r.--" > - ^* t~ c.N^ O O ^00 DO •*- > Tl ir D ? f R -H:s ^fr?g ^ ?Vj- ^-c ^^ -c- ;?^^>v ON « H- ONSO h- o v 201 o Oo o*^ oe 00 SO W s it«so rc^n j® REPORT™ER-4211 Reissued January 1,2O03 ICBO Evaluation Service, Inc. - 5360 Workman Mill Road, Whittier. California 90601 • www.icboes.org Filing Category; FASTENERS—Steel Gusset Plates COMPUTRUS TRUSS PLATES COMPUTRUS, INC. 10370 HEMET STREET, SUITE 200 RIVERSIDE, CALIFORNIA 92503 1.0 SUBJECT CompuTrus Truss Rates for Wood Trusses. 2.0 DESCRIPTION 2.1 General: The CompuTrus Truss Plates are flat steel plates designed to connect wood truss members. The plates are manufactured from galvanized steel and come in various lengths and widths, and have integral teeth that are designed to laterally transmit load between truss wood members. Plans and calculations must be submitted to the building official for trusses using truss plates described in this report 2.2 Medals: The CompuTrus truss plates are punched from No. 18 gage (0-0454 inch (1.15 mm) base metal thickness] and No. 20 gage [0.0375 inch (0.95 mm) base metal thickness] G60-garvanfzed sheet steel complying with the mechanical requirements established in ASTM A 653 SQ Grade 33 or higher. Each plate has 9A teeth per square inch of plate; each tooth is approximately V, inch (8.5 mm) long and approximately 0.106 inch (2,7 mm) wide. The teeth are punched in pairs, with each pair spaced V4 Inch (6.4 mm) on center along the width of the plate, and 0.85 inch (21,6 mm) on center along the length. Alternating rows of teeth are staggered 0.10 inch (2;5 mm) from adjacent rows. The "CN" series plates are identical to the "C" series plates, except tfeat every third row of teeth & omitted. Plates are 0.85 incfi (21,6 mm) in length, dnd are availaWe in widths of up to 12 inches (30& mm), in Yz-inch (12.7 mm) increments, as required by design. The plates are appfied to truss members in parrs, with one plate on each face of each joint, using a power press constructed in accordance with the manufacturer's specifications. See Figure 4 for details of plate dimensions. 2,3 Allowable Loads: Tables 1.2 and 3 provide allowable lateral loads, tension loads and shear toads, respectively, for the CompuTrus truss plates: These values are based on the National Design Standard for Metal Plate Connected Wood Truss must be designed to transfer the required load without exceeding the allowable toad per square inch of plate contact area, based on species, on the orientation of the teeth relative to the load, and on the direction of toad relative to grain. Design for lateral resistance must be m accordance wfth Section 11.2.1 of ANSt/TP! 1-1995. Table 1 provides allowable lateral loads for the truss plates. 2.3.2 Tension Resistance: Each CompuTrus truss plate must be designed for tension capacity, based on the orientation of the truss plate relative to the direction of toad. Design for tension must be in accordance with Section 11.2.2 of ANSI/TPI 1-1995. Table 2 shows allowable tension loads for the truss plates. Additionally, the net section of the buss plates for tension joints must be designed using me allowable tensile stress of the metal, adjusted by the truss plate tensile effectiveness ratios shown m Table 2. 2.3.3 Shear Resistance: Each CompuTrus truss plate must be designed for shear capacity, based on the orientation of the plate relative to aff possible lines of shear. Design for shear must be in accordance with Section 11.2.3 of ANSI/TP11-1995. Table 3 shows allowable shear loads for the truss plates. Additionally, the net section of the truss plates for heel joints and other joints involving shear must be designed using the allowable shear values for the truss plates, adjusted by the shear resistance effectiveness ratios shown in Table 3. 2.3.4 Metal Plate Reductions: Several allowable-load reduction factors for the metal plates, when they are applicable, must be considered cumulatively in the design of truss plates used in fabricated wood trusses: 1. Allowable lateral resistance values for the CompuTrus truss plates must be reduced by a strength reduction factor, Qa, shown in Table 4, when the plates are installed in lumber by means of a single-pass, fuK- em&edment roller system having minimum roller diameters equalto 18 ta£hes (457 mm). This reduqftpn d\)es not ap^ytoernbejjrnent hydraulic-platen presses, multiple rafter presses that use partial embedment followed by full-embedment rollers, or combinations of partial embedment rofler presses and hydraufic-piaten presses that feed trusses into a stationary finish roller press. When trusses are fabricated with single-pass roller presses, the calculations for the truss design submitted to the building department for approval must specify the minimum diameter of the roller press and the appropriate strength reduction factor from this, report. 2- Allowable lateral resistance values for the CompuTrus tnjss plates rau*t be reduced by 15 percent when the 20 percent when the* CompuTrus truss plates are installed in lumber having a moisture content greater than 19 percent at the time of truss fabrication. ^5 ntsPfHtTS" ore MO* to be construed a* reproeiHutf aetdutict or any other attibui& M& sfcaficafy oJJnstsed\ mer *re &ey to be con&Tieiii as «* endqrtemaU sf tot subject of tint nport or a recammaiJa& as tp anyJtfdatf or oAtr miatter ixiUs report, or a* to any product covered by the report Copyright ©2003 " ~.Pagel of 5 Page 2 of 5 ER-4211 4. ArlowablelateralresistancevaluesforCompuTrustruss plates installed at the heel joint of a fabricated wood truss must be reduced by the heel-joint reduction factor, HB, as follows: HR = 0.85 - 0.05(12 tan 8 - 2.0) where: 0.65 s Ha & 0.85 8 = Angle between lines of action of the lop and bottom chords (shown in Figure 3). Where the top chord slopes are greater than 12:12 (100% slope), this heel-joint reduction factor is not applied. 2.3-5 Combined Shear and Tension; Each CompuTrus truss plate must be designed for combined shear and tension capacity, based on the orientation of the truss plate relative to the directions of loading. Design for combined shear and tension must be in accordance with Section 11.2.4 of ANSI/TP11-1995. 2.3.6 Combined Flexure and Axial Loading: Truss plates designed for axial forces are only permitted as splices in the top and bottom chord when the splices are within 12 inches (305 mm) of the calculated point of zero moment Design of truss plates at splices in the top and bottom chord that are not placed within 12 inches (305 mm) of the calculated point of zero moment must include combined flexure and axial stresses. 2.4 Truss Design: Plans and calculations must be submitted to the buflding official for the trusses using truss plates described in this report. The truss design must show compliance with the code and accepted engineering principles. Allowable loads for the truss plates may be increased for duration of toad in accordance with the code. Calculations must specify the deflection ratio or the maximum deflection for live and total load. For each truss design drawing, the following information, at a minimum, should be specified by the design engineer: 1. Truss span, spacing. and slope or depth. 2. Dimensioned location of truss joints. 3. Model, size and dimensioned location of truss plates at each joint 4. Truss chord and web lumber size, species, and grade. 5. Required bearing widths at truss supports. 6. Top and bottom chord live and dead loads, concentrated loads and their locations, and controlling wind or earthquake loads. 7. Ocsigncalcut3tionsconfonTiingtoANSin"P(1-1995and any adjustments to lumber and truss plate allowable values for condiSons of use. 2.5 Truss Fabrication: Rate connectors shall be installed by an approved truss fabricator that has an approved quality assurance program covering the wood truss manufacturing and inspection process in accordance with Sections 2304.4.4 and 2321.3 of the code and Section 4 of AHSin"PI 1-1995. The allowable bads recognized in this report are for plates that are pressed into wood truss members using hydraulic or pneumatic embedment presses; multiple roller presses that use partial embedment foBo wed by full-embedment rollers; or combinations of partial embedment roller presses and hydraulic-platen presses that feed trusses into a stationary finish roOer press or. if the adjustment factors given in Table 4 are used, single-pass roller presses. When truss fabricators use single-pass roller presses, the rollers must have minimum-18-inch (457 mm) diameters. Plates embedded with a single-pass, fuH-embedmenf roller press must be preset, before passing through the roller press, by striking at least two opposite corners of each plate with a hammer. 2.6 Identification: The CompuTrus "C" Series plates are embossed with the designation "C-20" or "C-f8," for the No. 20 gage or NO. 18 gage plates, respectively. For the "CM" series, the No- 20 gage plate is identified by the designation "CN-20" embossed on the plate, and the No. 18 gage plate is identified by the designation "CN-18." 3.0 EVIDENCE SUBMITTED Test data in accordance with National Design Standard for Metal Plate Connected Wood Truss Construction. ANSVTR 1-1995. 4.0 FINDINGS That the CompuTrus Truss Plates for Wood Trusses described in this report comply with the 1997 Uniform Building Code1" (UBC), subject to the following conditions: 4.1 Plans and calculations are submitted to the building official for the trusses using truss plates described in this report 4.2 The truss plates are designed to transfer the required loads using the design formulae In ANSIfTPI t-1995. A copy of the ANSI/TPI 1-1995 standard must be supplied to the building department when this is requested by the building official. 4.3 The allowable loads for the truss plates comply with this evaluation report 4.4 Truss plates are not permitted to be placed where knots occur in connected wood truss members. 4.5 Truss plates are installed in pairs on opposite faces of truss members. 4.6 Trusses using buss plates described in this report must be fabricated by a truss fabricator approved by the building official, in accordance with Sections 2304.4.4 and 2321.3 of the UBC. 4.7 Allowable loads shown in the tables of this report may be increased for duration of load in accordance with the UBC. 4.8 Overpressed buss plates are not permitted. Overpressed plates occur when the truss plate Is embedded into the lumber more than one-half the plate metal thickness. 4.9 Allowable loads shown in the tables of this report are not applicable to truss plates embedded in lumber treated with fire-resistive chemicals. 4.10 When a one-hour fire-resistive rating is required for trusses using CompuTrus plates, see evaluation report ER-1632. This report is subject to re-examination in two years. page 3 of 5 ER4211 TABLE 1-ALLOWABLE LATERAL RESISTANCE VALUES FOR THE COMPUTRUS TRUSS PLATES'** PLATE MODEL C-20 and C-18 CN-20 CN-18 LUM8ER SPECIES Spedes Southern yellow pine Douglaf fir-larch Hem-fir Spruce-jjine-fir Southcra yellow pine Douglas fir-larch Hem-fir Sproce-ptne-fif Specific Gravity 0.55 0,49 0.43 0.42 0.55 0-49 0-43 0.41 DIRECTION OF GRAIN AMD LOAD VWTH RESPECT TO LENGTH OF.PtATC AA EA AE ee AOowable Load Per Plate* (pounds p*r rquara Inch «f plate coatee* *»*) 206 206 161 161 132 132 106 106 151 151 137 137 118 US 109 109 113 113 110 110 102 102 114 114 108 108 104 104 113 113 114 114 For SI: I Ibrmch2 - 6.89 kPa, 'Sec Figure ( for a description of plate orientation. 1 Values are determined using the gross area roelhod. 3Tnisa plates are installed in pain on opposite faces or truss members. TABLE 2—ALLOWABLE TENSION VALUES AMD TENSION EFFICIENCY RATIOS FOR COMPUTRUS TRUSS PLATES* . PLATE MODEL C-20 CM 20 C-18 CN-18 DIRECTION OF LOAD WTH RESPECT TO LENGTH OF PLATE1 *•90- ARotmbfe Tension load (pounds per Rneal toe* p*r pair of plate*) IJ10 UI4 1,619 1,859 942 937 1,080 1 ,220 f >•- Tensran Load Efficiency Ratio 0,63 0.7S 0.62 0.73 0.46 0.46 0.42 0.48 For SI: f Ibftncb = 0.175 N/mm. 'See Figure 2 for a description of plate bfreotation- 2The length of plate tefecs to the dimension of the. longitudinal axis of the. afea of the plate from which the plate teeth were sheared during plate (sbricatKXL TABLE 3—ALLOWABLE SHEAR VALUES AMD SHEAR EFFICIENCY RATIOS FOR COMPUTRUS TRUSS PLATES PLATEMODEL C-2O CN-20 C-18 CN-18 DIRECTION OF LOAD WITH RESPECT TO LENGTH OF PLATE «•3V \ „.*«-9f 1Z«*tso- AMowabte Shear Load(pounds pff ffneal Inch per pair of plates) 609 610 702 647 720 696 732 787 1,106 1,045 1^41 809 801 738 1,041 860 423 587 565 703 506 486 578 508 r | 30* | 60* J M* | t2«* | ISO* Sfcear Load Efficiency Ratto 0.49 0.50 0-45 0.42 0.59 0.57 0.46 0.51 0.91 0.86 0.79 0.52 0.66 0.61 0-66 0.55 035 0.48 036 0.45 0.42 0.40 0.37 OJ3 For SI: I fbftoch = 0.175 N/mm. TABLE 4—ALLOWABLE LATERAL LOAD ADJUSTMENT FACTOR. Q,, FOR COMPUTRUS TRUSS PLATES INSTALLED WITH M1NIMUM-18WCH-CHAMETER SINGLE-PASS ROLLER PRESSES PLATE MODEL C-20 and C- 1 8 CN-20 and CN-18 LUMBER SPECIESSPEdOC GRAVITY1 0,49 0.50 0.49 0.50 Qi 0.96 O.S6 OJ7 0.87 1 ^he Qx values cofTespoodSog to the value "0-49," above, apply to all wood species combinations having an avenge published specific gravity of 0.49 or lower; the Qf values cofTespoodtng to die value *0.50" apply to all wood species combinations baviog ao avenge published specific gravity offl JO or higher. The 3t values sha& be applied to til plate/wood orientations described m Figure I. page-4 of 5 ER-4211 LOAD AA Orientation LOAD I LOAD AE Orientation LOAD LOAD EA Orientation LOAD I LOAD EE Orientation FIGURE 1—PLATE ORIENTATION FOR LATERAL RESISTANCE VALUES Length Width £ CQc 41 0" Plate Orientation 90* Rate Orientation FIGURE 2-4*LATE ORIENTATION FOR TENSION VALUES LOAD FIGURE J-HEEL JOINTS TO WHICH THE REDUCTION FACTOR. MR, APPLIES Compulrus, Inc Manufacturing * Engineering * Computer Systems WARNINGS: 1. Read all General Notes and Warnings before construction of trusses. 2. Builder and erection contractor should be advised of all General Notes and Warnings befor construction commences. 3. 1x3 compression web bracing must be installed where shown +. 4. AH lateral force resisting elements such as temporary and permanent bracing, must b designed and provided by designer of complete structure. CompuTrus assumes no responsibi ity for such bracing, 5. No load should be applied to any component until after all bracing and fasteners are complete and at no time should any loads greater than design loads be applied to any component 6. CompuTrus has no control over and assumes no responsibility for the fabrication, handling shipment and installation of components. 7. This design is furnished subject to the limitations on truss designs set forth by the Truss Plat Institute in "Bracing Wood Trusses. HIB-91*. a copy of which will be furnished by CompuTru upon request. GENERAL NOTES, unless otherwise noted: 1 Design to support loads as shown. Design assumes the top and bottom chords to be laterally braced at 2'-0" o.c. and at 12'-0" o.c respectively. 3. 2x4 Impact bridging or lateral bracing required where shown + +. 4. Installation of truss is the responsibility of the respective contractor. 5. Design assumes busses are to be used in a non-corrosive environment, and are for "dry condition" of use. 6. Design assumes hill bearing at all supports shown. Shim or wedge if necessary. 7. Design assumes adequate drainage is provided. 8. Plates shall be located on both faces of truss, and placed so their center lines coincide with joint center lines. 9. Digits indicate size of plate in inches. 10. For basic design values of the CompuTrus Plate, indicated by the prefix "C". see I.C.B.O. R.R. 4211 11. The CompuTrus Net Section Plate is indicated by the prefix "CN", the designator (18) indicated 18 ga. material is used. All others are 20 ga. General Notes ^—>2.Bracing to top and bottom chords not required, provided the chord members are braced throughout their length by continuous sheathing. Page 5 of 5 ER-4211 LONGITUDINAL AXIS TYP.f r .106* .333-U I _ l 1.to* ,as" .35- .5- .25 ,106"MODEL C-20 / O18 WIDTH TVP. .333' n 106' ,10' .85* .35- .5'rr r—r 'I .5' .25- MODEL CN-20 / CN-18 .106" FIGURE 4—COMPUTRUS PLATE DIMENSIONS This safety alert symbol is used;; to ^attract your attention!- PERSONAL^^FETY'lS^li^OLyEpi When you see this syrnbol- BECOME AUgRT'- HEED ITSMESSAGE. -;- :•;•;-.. l^M^ —- PANGER:: A/DANGER designates a condition iir most likely result in serious personal to stracturts^^KS ,C^UTION:jA CAUTION identifies safe operating practices or indicates unsafe conditions that could result in personalinjury or damage to structures. : A WARNING describes a condition ure to follow instructions could result in severer personal injury or damage to structures/ Mi^VII tertiporary bracing should be nojess ':"ii--:-- ^- *^:- " - : ^\i ' - - ^ .- ,- ':.-_' --.:^'^.>^^'--^-*f.V'.;-''---!--- -= -tjt.marfted lumber. snoiufd-be-madei-with mfirtimdm olf i?*v_i^H--:;s(a~VA'?:f.ii-:-rv^.-•-;-,-•-'-"••-'• -^ ;-= ^~--L^.-.----.~^"^-'-'-itrusses assumed 2" on-center or less "'"" '' " ^f--i~ ;- ">"?..;?:. "sr*krifra*^fri«ir«»r^ri'fArr\^i»ri TRUSS STORAGE terrain or un even s urfaces which cou Id ca use CAUTION: Trusses stored horizontally should be supported on blocking topreveotExcessive lateral. •J-m- * -•• •;-.-" •-- ".•-• .- =.** - -.-- F ; -," :,'--•;..^~.-1. f>:..", - t-. -~and CAUTION: Trusses stored vertically should be braced to prevent toppling or tipping. •:.!..v!i%\ iVVARNINQ: Do not break banding until installation begins. Care should be exercised in ^ movalto avoid shifting of individual trusses. DANGER: Do not store bundles upright unless property braced. Do not break bands until bundles are placed in a stable horizontal position. ~- , Do not lit bands. Do not use damaged • DANGER: Walking on trusses which are lying flat is extremely dangerous and should be si prohibited. ''•.'•••-..:• > . ': «r.£i-:,vi • Lifting devices should be connected lo tha truss lop chord with a closed-loop attachment utilizing materials such as slfngs, chains, cables, nylon strapping, etc. of sufficient strength lo carry the weight of the trusa. Each truss should be set In proper position per the building designer's framing plan and held ^"*** 1he lifting dovlc9 until the ends of the truss are securely fastened and tempo- braclng Is Installed. GBy fe ssion a I eiig insert tf ;*is*K-'---^.-'v^ -„*-•^<~;-;,^$'^&&-^-ZSf^;aking (n (NO BRACING: BUILDING EXTERIOR F»l Blocking Ground B(*c« Verticil. ( MotoJZ1*!] f 5?rMyf-&Mt: i *£. S^L^'383^-^?J--7-r^= .. ;>•?-. - *-- Installations. Top chorda Hut «*• MutmOy braced c*n buckl* I togeHteondciu»«eoJbp*«frtfi«raUno<lUgo- iulbr*c(ng. OUgotuIbracing should bmnaiUd lo Ihe unda*U* of tb* lay chof 4 «vh«n purifai* *r« «tud*cd to «»e tofH*** a( HM- lop chard. Up to 32' Over 32* - 40' Over 48* - 60' Over 6O* 8' 6' 5' 20 10 -15 — See a registered professional engineer Continuous Top Chord Lateral Brace Required 10" or Greater Attachment Required 3 m Up to 28'2.5 Over 28* - 42'3,0 Over 42' - 60'3.0 7' 6' 5' 17 OverGO'See a registered professional engineer Continuous Top Chord Lateral Brac« Required 10* or Greater Attachment Required l«tora«ybnc«J colfap» • it there jam> **9<>- l» «w undwvld* el UH lop chord Wff> M« attoclMd la the toprid* «( the lop dwd. See a registered professional engineer Top chorda thai *f • Merclh; far*c*d can bueltU together »ndc«iw«colf*p*« if th*cala no Mf bracing. DUgonal bracing •houldtMMOod to (h* undervld* of th« top chord wh«n puriifw «• >H»clwd la th« lop^if* o( ttM top chord. Continuous Top Chord Lateral Brace Required 10" or Greater Attachment Required ZJ Continuous Top Chord Lateral Brace Required Top chord* Ifut 're latef mtty tx*cc<f on buckto togethef and CAUM coltap*a if th«f* if no diago- nal tn*ciag. DUywul bracing ihould b* n»3«d la tha under*M« o( Ih* lop chord whan pu*tin* ttttcfte-d to HM top»ld« o( tti« lop cho»d- I 12" 24" 36" I 48" 60- 72- 1/4- \(T \ 3/4- I 1- 1-1/4-1 1-1/2- | 84"1-3/4" 9€" 108" 1/200 L(ft) 200" 25O- 300- r1-1/4- M/2" 20.8' 25.0* 8 2 si D. Ea uf ow Ula az Ul <»st ~ *>•ID O ^~ oto 5 N o 2 Ultil H. u. ^ < Ulu. o a s Comu Inc. Gable end trusses that have been designed to support vertical and/or seismic loads sometimes require that their top chords be notched for outlookers. These types of trusses have come under increased scrutiny by the building departments and their field inspectors. The top chord is a critical component in the truss and considerations must be made during the design process to prevent repairs later. Several options are listed betow. Option I: For 2x4 Outlookers Do not cut into heel plate For 2x4 Outlookers. Requires 2x4 blocking between outlookers. Option II: For 4x2 Outlookers C- 1.5x2.6 @ 36"" Do not cut into heel plate For 4x2 outlookers. Notches must be cut with care. No blocking required. Same cutting as for common. Shim let-ins at each end for full bearing. Option III: For 4x2 Outlookers -Span <24'-0" • For4x2 outlookers. • 4x2 blocking between outlookers required. Option IV: For 4x2 Outlookers with full continuous bearing, studs at 16" o.c., and sheathing material attached to one face 4x2 notches must be cut with care. No extra measures required. < mQ Q3 <JJC ft.DCO Mu- 1CO *~§ .- s -> BC O O zo X <5 3-; P it lu. M, M. MtUi. Uj- u, u, u, u- u, u. CLIU cto ow UJ VI Ul2O I V! ll.UJo V Al .. 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