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Home My WebLink About1080 MAGNOLIA AVE; ; CB010989; Permitc 04/17/2001 City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 Residential Permit Permit No:CB010989 Building Inspection Request Line (760) 602-2725 Job Address: 1080 MAGNOLIA AV CBAD Permit Type: RESDNTL Sub Type: SFD2U Status: Parcel No: 2051912000 Lot #: 0 Applied: Valuation: $262,151.00 Construction Type: VN Entered By: Occupancy Group: Reference#: Plan Approved: # Dwelling Units: 2 Structure Type: SFD Issued: Bedrooms: 5 Bathrooms: 4 Inspect Area: Project Title: OGARA - NEW SFD WITH 2DU Orig PC#: SFD 2432 SF, 2DU 436 SF, GAR 511 SF Plan Check#: Applicant: Owner: OGARA MICHAEL D&VICKI B OGARA MICHAEL D&VICKI B 3200 JAMES DR 32AMESDR CARLSBAD CA 92008 CARLSBAD CA 92008 6884 / n ISSUED 03/13/2001 JM 04/17/2001 04/17/2001 04/17/01 0002 01 02 C(3p 18435-70 Total Fees: $19,125:70 TotalPymentsTo Date: - $690.00 Blance Du'e: $18,435.70 .4145~2 , , \,~~ Lk \o)\ Kn /$1,048.60 ' Met&Sie / ' $O.00-Add'lRecl..Water Con: Fee m ) \ $0.00 / \ ) $0.00 / $0.00 SDCWA' Fee 7 \ '-_- $0.00 $0.00 CFD Payoff Fee }/ ! $0.00 $26.?2\ PFF / -) $4,771.15 $000• 'PFF(CFD Fund)- I $4,404.14 $0.00!. Licns'é Tax1 ,.-'C\'\' / $0.00 $0.00J... Lidene Tax' (CFDuhd) / / $0.00 \ \. $0.00'-., Taffié Impact FM,' / $691.84 \ "-so.00\., Taffic Imdc(CFD Fund) $780.16 w \ $0.00 'S!dealk Fee / / $0.00 — \ $0.00 INCO - $224.00 Renewal Fee \ (F' ' $0.00 ELECTRICAL TOTAL \ I $110.00 Add'l Renewal Fee \ ' ,,....WOO MECHANICAL TOTAL \ ( / $70.00 Other Building Fee \ / $0.00 Housinimpact Fe&\\\. / $0.00 Pot. Water Con. Fee $2,400.00 i--- Housing lnLie'u Fee $0.00 Meter Size 'D5/8 If / Master pringse_Fe: /' $0.00 Add'l Pot. Water Con. Fee '. $0.00 iJ Sewer Fe"- .—' $3,918.00 Red. Water Con. Fee -.$0.00 Additio'nal Fees: ..-' $0.00 —jTAL PERMIT FEES $19,125.70 FINAL APPROVAL Inspector: Date: _____________ Clearance: NOTICE: Please take NOTICE that approval of your project includes the "Imposition" of fees, dedications, reservations, or other exactions hereafter collectively referred to as "fees/exactions." You have 90 days from the date this permit was issued to protest imposition of these fees/exactions. If you protest them, you must follow the protest procedures set forth in Government Code Section 66020(a), and file the protest and any other required information with the City Manager for processing in accordance with Carlsbad Municipal Code Section 3.32.030. Failure to timely follow that procedure will bar any subsequent legal action to attack, review, set aside, void, or annul their imposition. You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capactiy changes, nor planning, zoning, grading or other similar application processing or service fees in connection with this project NOR DOES IT APPLY to any fees/exactions of which you have previously been given a NOTICE similar to this, or as to which the statute of limitations has previously otherwise expired. Building Permit / / Add'I Building Permit Feer) Plan Check I 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 \ RTfl \ Vi33L/7 PERMIT APPLICATION CITY OF CARLSBAD BLILDING DEPARTMENT 1635 Faraday Ave., Carlsbad, CA 92008 FOR OFFICE USE ONLY PLAN CHECK NO. EST. VAL. Plan Ck. Deposit Validated By 'A./\ - -. I I If I' lya Business Name (at this add' 51 04 03/13 000201 2. Name/Number . Unit No. Phase N8—'""_ Totel it of ud '4l('t Existing Proposed Use SQ. FT.7 #of # of Stori . 7/5F Bedrooms # of Bathr om zry n applicant) jor Coo, Ener ,J!76r Ojr * - e7/1Y Assessor's Parcel # p2.. ~- Description of Work cc7n.74,? c F U (--' '-•- Name APPLLtANT 2cto Name Address ' City Stt Telephone 0 .1PROPERTYo NER .. . . .,. Name • Addros COy - State !Zip Telephone # j:ONTRJCjOR - QOMPaNY NE .... . . .. , (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 . 1ny yiolation of Section 7911.5 by any a,plicant for a permit sucts th pp an to a civil p&ialty of not more than five hundred dollars ($5001). Name Address C(ty tate/Zip Telephone # State Ucense# License Class Qty Business License #_____ DesigrTer Na Me Addres/ City State/Zip Te phone State License # Workers' Compensation Declaration: I hereby affirm under penalty of perjury one of the following declarations: I have and will maintain a certificate of Consent to self-insure for workers' compensation as provide by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. I have and will maintain workers' compensation, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My worker's compensation insurance carrier and policy number are: Insurance Company - Policy No. Expiration Date__________________ (THIS SECTION NEED NOT BE COMPLETED IF THE PERMIT IS FOR ONE HUNDRED DOLLARS [$1001 OR LESS) ' CERTIFICATE OF EXEMPTION: I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the Workers' Compensation Laws of California. - WARNING: Failure to secure wor rs' crnpe sation coverage unlawful, and shall subject an employer to criminal penalties and civil fines up to one hundred to .thousand doll in. itii: th cost f tion dame asas provided for in Section 3106 of the Le'P co2,yiferest and attorney's fees 3 TWNER BUILDER DECLARCTIO _ 1 hereby affirm that I am exempt'from the Contractor's License Law for the following reason: C3 I, as owner of the property or my employees with wages as their sole compensation, will do the work and the structure isnot intended or offered fo 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 w in one year of completion, the owner-builder will have the burden of proving that he did not build or improve for. the purpose of sale). I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and contracts for such projects with contractor(s) licensed pursuant to the Contractor's License Law). 0 I am exempt under Section Business and Professions Code for this reason:-' I personally plan to provide the major labor and materials for construction of the proposed property improvement. I (have / have not) signed an application for a building permitfor the proposed work. I have contracted with the following person (firm) to provide the proposed construction (include name / address / phone number / contractors license number): I plan to provide portions of the work, but I have hired the following person to coordinate, supervise.and provide the major work (include name / address / phone number / contractors license number): I will provide some of the work, but I have contracted (hired( the following persons toprovide the work indicated (include name / address / phone number / type of work): ,. ,_- PROPERTY OWNER SIGNATURE DATE - * 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? 0 YES 0; NO Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? 0 YES 0 NO Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? 0 YES 0 NO IF ANY OF THE ANSWERS ARE YES, A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED UNLESS THE APPLICANT HAS MET OR IS MEETING THE REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT. 1PCONSTRI1CTION LENDING,AGE - — - - I hereby affirm that th a co struàtion lending aQeoqy for th performance of the work for which this permit is issued (Sec. 3097(i) Civil Code). LENDER'SNAME ')64.-' . LENDER'SADDRESS - 1PPLICCThCAfiöJ T I - ' I certify that I have reed 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 Citi 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 da S fro of such e or if the building or work authorized by such pe it is suspended or abandoned :t any time : the:c rk : .4 orm , Buddin Code). DATE lie - - . , WHITE. File YELLOW. Applicant PINK. Finance . - UNSCHEDULED BUILDING INSPECTION DATE /t / (• / INSPECTOR 1? (43 PERMIT # C ( PLAN CHECK #__________ JOB ADDRESS 10 'o F)2 DESCRIPTION .SfD. CODE DESCRIPTION ACT COMMENTS .. £11F1 A4Z,_ME, C j-4AJfj4L . City of Carlsbad Bldg Inspection Request For: 10/31/2001 Permit# CB010989 ,Inspector Assignment: RCB Title: OGARA - NEW SFD WITH 2DU Description: SFD 2432 SF, 2DU 436 SF, GAR 511 SF Type: RESDNTL Sub Type: SFD2U Job Address: 1080 MAGNOLIA AV Suite: Lot 0 Location: APPLICANT OGARA MICHAEL D&VICKI B Owner: OGARA MICHAEL D&VICKI B Remarks: Total Time: Phone: 7605191004 Inspector: Requested By: MICHAEL Entered By: CHRISTINE CD Description Act Comments 19 Final Structural 29 Final Plumbing 39 Final Electrical 49 Final Mechanical Associated PCRs Inspection History Date Description 10/29/2001 89 Final Combo 10/26/2001 89 Final Combo 10/25/2001 89 Final Combo 10/23/2001 39 Final Electrical 10/11/2001 39 Final Electrical 08/28/2001 17 Interior Lath/Drywall 08/28/2001 23 Gas/Test/Repairs 08/23/2001 84 Rough Combo 08/22/2001 13 Shear Panels/HD's 08/22/2001 14 Frame/Steel/Bolting/Welding 08/22/2001 84 Rough Combo 08/17/2001 14 Frame/Steel/Bolting/Welding 08/15/2001 14 Frame/Steel/Bolting/Welding 07/12/2001 83 Roof Sheathing/Ext Shear 06/29/2001 22 Sewer/Water Service Act lnsp Comments CA RC CO PD TOO MANY TO LIST- SEE ATTACHED NOTICE NR PD TOO MANY ITEMS TO LIST AP RC OK TO RELEASE ELEC NR RC NO RECEPTACLES PA RC OK TO TAPE EXCEPT FOR 2 WALLS OF DOUBLE 1/2 GYPSUM (MISSING) AP RC AP JC WC RB WCRB CO RC NEW CORRECTION LIST W/ SUPER NR RC DID NOT COMPLETE CORRECTIONS CO RC NO SUPER ON JOB - NEED TO DISCUSS CERTAIN ITEMS. SEE NOTICE AP RC 2 MISSING TRUSS BRACES - CHECK ON FINAL AP RC City of Carlsbad Bldg Inspection Request For: 10/31/2001 Permit# CB010989 Inspector Assignment: RCB 05/18/2001 11 Ftg/Foundation/Piers AP SR OK TO POUR FTGI NEED SOILS REPORT 05/17/2001 11 Ftg/Foundation/Piers CO SR MISSING HARDWARE/NEEDS 3 IN EARTH TO STEEL SEPARATION 05/10/2001 21 Underground/Under Floor AP SR FROM NPDE'5 EION Q3N5'JL.T1NU Pt1i - SUMMIT DESIGN ENGINEERING 7224 Margeum Ave. • San Diego, CA 92120 Phone (819) 52.2721 6 Fox 284-0837 August 20, 2001 City of Carlsbad Building Inspection Re: Ogara Residence Lot #1 & 2 Magnolia Ave. Carlsbad, CA This letter is to acknowledge that the pull test can be done for 5/8 inches threaded rods installed in concrete without special Inspection for the amount of 3,000 lb. up lift at every other rod, at shear wails indicated in the plan. If you have any question please feel free to contact me. Sincerely, \ Said Mandavi P.E. C042517 I! 'CCO425 4 £xp. 3-31,04 ( Carl Schmidt Inspection P. 0. Box 178403 San Diego, CA 92177-8403 Phone (619) 855-9252 SPECIAL INSPECTION REPORT PROJECT: fflA 2n 0 /14 Lf 4 6 c/TV,'.r,1 JOB START: ADDRESS /flQ Pi b /1 • JOB STOP: CITY: C PERMIT#: C&V'f 1-0TZ PLAN FILE C4'oi/SY 4,07/ TYPE OF OBSERVATIONS: MASONRY REINFORCED CONCRETE FIELD WELDING_ EPDXYX - PRESTRESSED CONCRETE_ SHOP WELDING_ BOLTING_ REINFORCING STEEL_ FIREPROOFING SAMPLES: NUMBER: TYPE: Materials/Design Mix Numbers/PSI: 4-3d 7, ZC8o 50 7 Inspection Date: d" 2 " 0 / ,—(A. c/-ct Q" f'-d d(r ro .ex;f 7-, )i c r e7-e 'J-&r- flu rç 4 . r- /7r 4i. 7 3 /e r A) -e -e /A . 7i c/ 4,--F / z -e -Vv - 7" .-491 —0 -, 7 M /ej MI .ê ,'—e 4i c. /9" a&I(d',.-6'd/7'-f 4eet -d4 -gj -- Zo -ô/, i- 6J2,-e //-e or/ ar /c /t 9oO 10J'2 c.c./,'f 7-ct I k 39 /2- ;-0,, ja,C r--- '/l/N. 4'ch' r7zec( r C "7 a 7 / M(I 74a 306 PJ-Z ,41 if 7e Ir 7 c WORK INSPECTED CONFORMS WITH APPROVED PLANS AND SPECIFICATIONS UNLESS OTHERWiSE NOTED / $4, Project Billing Iflformation: Print Name Certification# i 'LJ'J'- (j'7.. Phone: Fax:( Inspectors Signature EsGil Corporation In Partnrs/lip with Government for Wui&Iing Safety DATE: 4/11/01 El APPLICANT U JURIS. JURISDICTION: Carlsbad U PLAN REVIEWER U FILE PLAN CHECK NO.: 01-989 SET:!! PROJECT ADDRESS: 1080 Magnolia Ave. PROJECT NAME: O'Gara 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. LI The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. LI The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. LI 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. LII Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: ed: (by ) Mail Te ne Fax In Person REMARKS: 1. 2. clou reparati?n. epartment Telephone #: Fax #: ir By: David Yao Enclosures: Esgil Corporation GA [:1 MB DEJ El PC 4/3 trnsmtl.dot 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858) 560-1468 • Fax (858) 560-1576 EsGil Corporation In Partnership with government for Wui&Iing Safety DATE: 3/23/01 JURISDICTION: Carlsbad PLAN CHECK NO.: 01-989 PROJECT ADDRESS: 1080 Magnolia Ave. PROJECT NAME: O'Gara Residence SET:I U APLICANT UQu U PLAN REVIEWER U FILE The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. LII 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. 1111 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: Mike O'Gara P.O.Box t653 Carlsbad CA 92018 (033 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: Mike O'Gara Date contacted: 10 '(by: ) Mail '4elephone 'axv In Person REMARKS: Telephone #: (760)434-7563 Fax #: 3#r?-/E By: David Yao Enclosures: Esgil Corporation E] GA 0MB OEJ E] PC 3/15 trnsmtl.dot 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858) 560-1468 • Fax (858) 560-1576 Carlsbad 01-989 3/23/01 PLAN REVIEW CORRECTION LIST SINGLE FAMILY DWELLINGS AND DUPLEXES PLAN CHECK NO.: 01-989 JURISDICTION: Carlsbad PROJECT ADDRESS: 1080 Magnolia Ave. FLOOR AREA: Living 2868 sf Garage 511 sf porch 418 sf REMARKS: DATE PLANS RECEIVED BY JURISDICTION: DATE INITIAL PLAN REVIEW COMPLETED: 3/23/01 FOREWORD (PLEASE READ): STORIES: 2 HEIGHT: DATE PLANS RECEIVED BY ESGIL CORPORATION: 3/15 PLAN REVIEWER: David Yao This plan review is limited to the technical requirements contained in the Uniform Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and access for the disabled. This plan review is based on regulations enforced by the Building Department. You may have other corrections based on laws and ordinance by the Planning Department, Engineering Department, Fire Department or other departments. Clearance from those departments may be required prior to the issuance of a building permit. Present California law mandates that residential construction comply with the 1998 edition of the California Building Code (Title 24), which adopts the following model codes: 1997 UBC, 1997 UPC, 1997 UMC and 1996 NEC (all effective 7/1/99). The above regulations apply to residential construction, regardless of the code editions adopted by ordinance. The following items listed need clarification, modification or change. All items must be satisfied before the plans will be in conformance with the cited codes and regulations. Per Sec. 106.4.3, 1997 Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law. To speed up the recheck process, please note on this list (or a copy) where each correction item has been addressed, i.e., plan sheet number, specification section, etc. Be sure to enclose the marked up list when you submit the revised plans. Carlsbad 01-989 3/23/01 . PLANS Please make all corrections on the original tracings, as requested in the correction list. Submit three sets of plans for commercial/industrial projects (two sets of plans for residential projects). For expeditious processing, corrected sets can be submitted in one of two ways: Deliver all corrected sets of plans and calculations/reports directly to the City of Carlsbad Building Department, 1635 Faraday Ave., Carlsbad, CA 92008, (760) 602-2700. The City will route the plans to EsGil Corporation and the Carlsbad Planning, Engineering and Fire Departments. Bring one corrected set of plans and calculations/reports to EsGil Corporation, 9320 Chesapeake Drive, Suite 208, San Diego, CA 92123, (858) 560-1468. Deliver all remaining sets of plans and calculations/reports directly to the City of Carlsbad Building Department for routing to their Planning, Engineering and Fire Departments. NOTE: Plans that are submitted directly to EsGil Corporation only will not be reviewed by the City Planning, Engineering and Fire Departments until review by EsGil Corporation is complete 1. All sheets of plans must be signed by the person .responsible for their preparation. (California Business and Professions Code). 2. Clearly dimension building setbacks from north property lines on the site plan. Section 106.3.3. EXITS, STAIRWAYS, AND RAILINGS 3. Guardrails (Section 509.1): Shall be installed at all unenclosed floor openings. Shall have a height of 36". Shall be detailed showing adequacy of connections to resist the horizontal force prescribed in Table 16-B. Openings between railings shall be less than 4". The triangular openings formed by the riser, tread and bottom element of a guardrail at a stair shall be less than 6".(if applicable) . ROOFING 4. Provide skylight details to show compliance with Sections 2409 and 2603, or specify on the plans the following information for the skylight(s), per Section 106.3.3: Manufacturer's name. Model name/number. ICBO approval number, or equal. Carlsbad 01-989 3/23/01 Show the required ventilation for attics (or enclosed rafter spaces formed where ceilings are applied directly to the underside of roof rafters). The minimum vent area is 1/150 of attic area (or 1/300 of attic area if at least 50% of the required vent is at least 3 feet above eave vents or cornice vents). Show area required and area provided. Section 1505.3. Where eave vents are installed, insulation shall not block the free flow of air. A minimum of 1" of air space shall be provided between the insulation and the roof sheathing. To accommodate the thickness of insulation plus the required 1" clearance, member sizes may have to be increased for rafter-ceiling joists. Section 1505.3. GARAGE AND CARPORTS The 5/8" type 'X' gypsum board at walls shall be from floor to roof sheathing. Otherwise the attic access at garage ceiling shall be solid core with self-closing.. Table 3-13, Section 302.4. Doors may open into the garage only if the floor or landing in the garage is not more than one inch lower than the door threshold. Section 1003.3.1.6. Provide an 18" raised platform for any FAU, water heater, or other device in the garage which may generate a flame or spark. UMC Section 303.1.3, UPC Section 510.1. . FOUNDATION REQUIREMENTS Provide a copy of the project soil report prepared by a California licensed architect or civil engineer. The report shall include foundation design recommendations based on the engineer's findings and shall comply with UBC Section 1804. In Seismic Zone 4, each site shall be assigned a near-source factor. Identify this value in the soils report. Section 1629.4.2. Investigate the potential for seismically induced soil liquefaction and soil instability in Seismic Zones 3 and 4. This does not apply to detached, single- story dwellings. Section 1804.5 Provide a letter from the soils engineer confirming that the foundation plan, grading plan and specifications have been reviewed and that it has been determined that the recommendations in the soils report are properly incorporated into the construction documents (when required by the soil report). Note on plans that surface water will drain away from building and show drainage pattern. Section 1804.7. Show embedment of hold down anchors on foundation plan. Section 106.3.3. Carlsbad 01-989 3/23/01 FRAMING 16. Specify truss identification numbers on the plans. 17. Per UBC Section 2321.4, provide the following note on the plans if trusses are used: "Each truss shall be legibly branded, marked or otherwise have permanently affixed thereto the following information located within 2 feet of the center of the span on the face of the bottom chord: Identity of the company manufacturing the truss. The design load. The spacing of the trusses." 18. Please show in the calculations I1QW the redundancy was determined, per Section 1630.1.1. 19. In Seismic Zones 3 and 4, where allowable shear values exceed 350 plf in wood structural panel shear walls, foundation sill plates and all framing members receiving edge nailing from abutting panels shall not be less than a single 3" nominal member. In shear walls where the total wall design shear does not exceed 600 plf, a single 2" nominal sill plate may be used, provided the anchor bolts are designed for a load capacity of 50% or less of the allowable capacity. Table 23-I1-I-I, footnote 3. 20. Show location of attic access with a minimum size of 22"x30", unless the maximum vertical headroom height in the attic is less than 30". Access must be provided to each separated attic area, shall be located in a hallway or other readily accessible location and 30" headroom clearance is required above the opening. Section 1505.1. 21. Note on the plans that "all weather-exposed surfaces shall have a weather-resistive barrier to protect the interior wall covering and that exterior openings shall be flashed in such a manner as to make them weatherproof'. Section 1402. 22. Sheet 15 of the calculation shows the beam #4 is 3.5x14. Sheet S2 of the plan shows beam #4 is 3.5x117/8. Please check. . MECHANICAL (UNIFORM MECHANICAL CODE) 23. Note on the plans that the FAU closet or alcove must be 12 inches wider than the furnace or furnaces being installed. UMC Section 304.7. 24. Specify on the plans the following information for the fireplace(s), per Section 106.3.3: Manufacturer's name. Model name/number. ICBO approval number, or equal. Carlsbad 01-989 3/23/01 d) Show height of chimney above roof per I.C.B.O. approval or UBC Table 31-B. Note on plan: Gas vents and noncombustible piping in walls, passing through three floors or less, shall be effectively draft stopped at each floor or ceiling. UBC, Section 711.3. Provide dryervent to outside. The maximum length is 14 feet with two 90-degree elbows. UMC, Section 504.3.2. . ELECTRICAL (NATIONAL ELECTRICAL CODE) Show on the plan the amperage of the electrical service, the location of the service panel and the location of any sub-panels. If service is over 200 amps, submit single line diagram, panel schedule and load calculations. Note on the plans that receptacle outlet locations will comply with NEC Art. 210-52(a). For a single-family dwelling unit (and for each unit of a duplex), show that at least one receptacle outlet accessible at grade level will be installed outdoors at the front and back of the dwelling. NEC Art. 210-52 (e). This receptacle must be GFCI protected. Show on the plans that countertop receptacle outlets comply with NEC Art. 210-52(c), which reads as follows: In kitchens and dining areas of dwelling units a receptacle outlet shall be installed at each counter space wider than 12 inches. Receptacles shall be installed so that no point along the wall line is more than 24 inches measured. horizontally from a receptacle outlet in that space. Island and peninsular countertops 12 inches by 24" long (or greater) shall have at least one receptacle. Counter top spaces separated by range tops, refrigerators, or sinks shall be considered as separate counter top spaces. Note on the plans that bathroom receptacle outlets shall be supplied by a minimum of one 20-ampere branch circuit. Such circuits shall have no other outlets. This circuit may serve more than one bathroom. NEC Art. 210-52(d). At interior stairways show 3-way switching for lighting outlets at each floor level where there are six or more steps. NEC Art. 210(a). . PLUMBING (UNIFORM PLUMBING CODE) Note on the plans that "Combustion air for fuel burning water heaters will be provided in accordance with UPC Section 507 and Table 5-1". Carlsbad 01-989 3/23/01 In the garage, provide an adequate barrier to protect water heater from vehicle damage. An 18" platform for the water heater does not satisfy this requirement. UPC, Section 510.3. Show T and P valve on water heater and show route of discharge line to exterior. UPC, Section 608.5. Provide a note on the plans: In showers and tub-shower combinations, control valves must be pressure balanced or thermostatic mixing valves. UPC Section 412.7 . ENERGY CONSERVATION Provide plans, calculations and worksheets to show compliance with current energy standards.(the energy calculation is not available.) The owner/designer and document author shall sign the form CF-1 R on sheet Al. Provide fluorescent general lighting (40 lumens per watt minimum) in bathrooms. Provide a note on the plans stating "All new glazing (fenestrations) will be installed with a certifying label attached, showing the U-value." . MISCELLANEOUS 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 El No U 43. 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 David Yao at Esgil Corporation. Thank you. Carlsbad 01-989 3/23/01 CARLSBAD SPECIAL CODE REQUIREMENTS All new residential buildings, including additions, require a soils report. An update letter is required if the report is more than 3 years old. If a room addition is less than 1000 sq. ft. in area and only one story, then a soils report is not required. Under this condition, Esgil staff should advise the City (upon final transmittal) to place their "soils notice" stamp on the plans. Roof coverings, other than wood shakes and shingles, shall be Class A. 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). Carlsbad' 01-989 3/23/01 VALUATION AND PLAN CHECK FEE JURISDICTION: Carlsbad PLAN CHECK NO.: 01-989 PREPARED BY: David Yao DATE: 3/23/01 BUILDING ADDRESS: 1080 Magnolia Ave. BUILDING OCCUPANCY: R-3/U-1 TYPE OF CONSTRUCTION: V-N BUILDING PORTION AREA (Sq. Ft.) Valuation Multiplier Reg. Mod. VALUE ($) living 2868 garage 511 porch 418 per city 262,151 Air Conditioning Fire Sprinklers __ TOTAL VALUE 262,151 Jurisdiction Code 1cb IBY Ordinance Bldg. Permit Fee by Ordinance (v] I $1,191.58f Plan Check Fee by Ordinance $774.521 Type of Review: Ei Complete Review LI Structural Only LI Repetitive Fee LI Other JRepeats LI Hourly I Hour(s) * Esgil Plan Review Fee I $619.621 Comments: Sheet of I macvalue.doc o - of Carlsbad 411F o9- BUILDING PLANCHECK CHECKLIST DATE: // L 7 PLANCHECK NO.: CB / - 99 BUILDINGADDRESS: SF ('J/ S&. /O&1 /PLLçIi..lL&1i ãti- PROJECT DESCRIPTION: - ASSESSOR'S PARCEL NUMBER: 0 1 ) ( EST. VALUE: ENGINEERING DEPARTMENT APPROVAL The item you have submitted for review has been approved. The approval is based on plans, information and/or specifications provided in your submittal; therefore any changes to these items after this date, including field modifications, must be reviewed by this office to insure continued conformance with applicable codes. Please review carefully all comments attached, as failure to comply with instructions in this report can result in suspension of permit to build. Right-of-Way permit is required prior to construction of the following improvements: DENIAL Please see the attached report of deficiencies marked with 0. Make necessary corrections to plans or specifications for compliance with applicable codes and standards. Submit corrected plans and/or specifications to this office for review. By: ate: By: Date: By: Date: j//i6$4GINEERlNG AUTHORIZATION TO ISSUE BUILDING PERMIT: By: ' &' ' ) Date: El Dedication Application Name: KATHLEEN M. FARMER El Dedication Checklist City of Carlsbad El Improvement Application Address: 1635 Faraday Avenue, Carlsbad, CA 92008 El Improvement Checklist Phone: (760) 602-2741 El Future Improvement Agreement CFD INFORMATION El Grading Permit Application Parcel Map No: El Grading Submittal Checklist Lots: El Right-of-Way Permit Application Recordation: El Right-of-Way Permit Submittal Checklist Carlsbad Tract: and Information Sheet El Sewer Fee Information Sheet A-4 CA 9200-7314. (760) 602-2720 • FAX (760) 602R8582 19 BUILDING PLANCHECK CHECKLIST SITE PLAN Provide a fully dimensioned site plan drawn to scale. Show: --Fgbt-of-Way Width & Adjacent Streets Gbriveway widths H. ing or proposed sewer lateral 1 Existing or proposed water service J. Existing or proposed irrigation service Show on site plan: A. Drainage Patterns Building pad surface drainage must maintain a minimum slope of one percent towards an adjoining street or an approved drainage course. ADD THE FOLLOWING NOTE: "Finish grade will provide a minimum positive drainage of 2% to swale 5' away from building." B. Existing & Proposed Slopes and Topography C. Size, type, location, alignment of existing or proposed sewer and water service (s) that serves the project. Each unit requires a separate service, however, second dwelling units and apartment complexes are an exception. D. Sewer and water laterals should not be located within proposed driveways, per standards. 3. Include on title sheet: Site address Assessor's Parcel Number Legal Description For commercial/industrial buildings and tenant improvement projects, include: total building square footage with the square footage for each different use, existing sewer permits showing square footage of different uses (manufacturing, warehouse, office, etc.) previously approved. EXISTING PERMIT NUMBER DESCRIPTION 3RD U ON ,A1orth Arrow /f__ -fxisting & Proposed Structures xjting Street Improvements DPioperty Lines Easements HAWORDMOCSCHMSMd1ding Planmedi Odat Poem (Genedc).doc 2 Ran. 7114100 BUILDING PLANCHECK CHECKLIST 1ST 2ND 3rd DISCRETIONARY APPROVAL COMPLIANCE U LI 4a. Project does not comply with the following Engineering Conditions of approval for ProjectNo._______________________________________________________ LI LI LI 4b. All conditions are in compliance. Date: DEDICATION REQUIREMENTS LI 0 5. Dedication for all street Rights-of-Way adjacent to the building site and any storm drain or utility easements on the building site is required for all new buildings and for remodels with, a value at or exceeding $15,000, pursuant to' Carlsbad Municipal Code Section 18.40.030. Dedication required as follows: Dedication required. Please have a registered Civil Engineer or Land Surveyor prepare the appropriate legal description together with an 8 1/2' x 11 " plat map and submit with a title report. All easement documents must be approved and signed by owner(s) prior to. issuance of Building Permit. Attached please find an application form and submittal checklist for the dedication process. Submit the completed application form with the required checklist items and fees to the Engineering Department in person. Applications will not be accept by mail or fax. Dedication completed by: Date: IMPROVEMENT REQUIREMENTS 0 LI 6a. All needed public improvements upon and adjacent to the building site must be constructed at time of building construction whenever the value of the construction exceeds $75,000, pursuant to Carlsbad Municipal Code Section 18.40.040. Public improvements required as follows: Attached please find an application form and submittal checklist for the public improvement requirements. A registered Civil Engineer must prepare the appropriate improvement plans and submit them together with the requirements on the attached checklist to the Engineering Department through a separate plan check process. The completed application form and the requirements on the H:WORD\DOS\cMK.$Teuing Planthed, Cktst Eonn (RIDDLE - HARVEY 7-12-00).doc 3 Rev. 12/26/96 BUILDING PLANCHECK CHECKLIST 1ST 2ND 3rd checklist must be submitted in person. Applications by mail or fax are not accepted. Improvement plans must be approved, appropriate securities posted and fees paid prior to issuance of building permit. Improvement Plans signed by: Date: 0 0 0 6b. Construction of the public improvements may be deferred pursuant to Carlsbad Municipal Code Section 18.40. Please submit a recent property title report or current grant deed on the property and processing fee of $280 so we may prepare the necessary Neighborhood Improvement Agreement. This agreement must be signed, notarized and approved by the City prior to issuance of a Building permit. Neighborhood Improvement Agreement will include the following: El El 0 6c. Enclosed please find your Neighborhood Improvement Agreement. Please return agreement signed and notarized to the Engineering Department. Neighborhood Improvement Agreement completed by: Date: 0 El El 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. GRADING PERMIT REQUIREMENTS The conditions that invoke the need for a grading permit are found in Section 11.06.030 of the Municipal Code. El El El 7a. Inadequate information available on Site Plan to make a determination on grading requirements. Include accurate grading quantities (cut, fill import, export). 121" El 0 7b. Grading Permit required. A separate grading plan prepared by a registered Civil (7 Engineer must be submitted together with the completed application form attached. NOTE: The Grading Permit must be issued and rough grading approval obtained prior to issuance of a Building Permit. Grading Inspector sign off by: Date: El 0 El 7c. Graded Pad Certification required. (Note: Pad certification may be required even if a grading permit is not required.) H:WORD\OOCSCMKLSVBUlIdiflQ Pland,eck CdS( Form (RIDDLE - HARVEY 7-12-00)doc 4 Rev. 9128(00 I Zi BUILDING PLANCHECK CHECKLIST 1ST 2ND 3RD 0 0 7d .No Grading Permit required. 0 0 0 7e. If grading is not required, write "No Grading" on plot plan. MISCELLANEOUS PERMITS 0 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: 0 0 IJ 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:.. -. . .- . .... ...... 0 DO NPDES PERMIT Complies with the City's requirements of the National Pollutant Discharge Elimination System (NPDES) permit.. The applicant shall provide best management practices to reduce surface pollutants to an acceptable level prior to discharge to sensitive areas. Plans for such improvements shall be approved by the City Engineer prior to issuance of grading or building permit, whichever occurs firs - . R~equired fees are attached "L No fees required WATER METER REVIEW 0 0 0 12a. Domestic (potable) Use Ensure that the meter proposed by the owner/developer is not oversized. Oversized meters are inaccurate during low-flow conditions. If it is oversized, for the life of the meter, the City will not accurately bill the owner for the water used. All single family dwelling units received "standard" 1" service with 5/8" service. planthedi 0,1St Fosm (Gene,lc)doc I Rev. 7/14CO A Lj BUILDING PLANCHECK CHECKLIST 1ST 2ND 3RD If owner/developer proposes a size other than the "standard", then owner/developer must provide potable water demand calculations, which include total fixture counts and maximum water demand in gallons per minute (gpm). A typical fixture count and water demand worksheet is attached. Once the gpm is provided, check against the "meter sizing schedule" to verify the anticipated meter size for the unit. . Maximum service and meter size is a 2" service with a 2" meter. If a developer is proposing a meter greater than 2", suggest the installation of multiple 2" services as needed to provide the anticipated demand. (manifolds are considered on case by case basis to limit multiple trenching into the street). 0 0 12b. Irrigation Use (where recycled water is not available) All irrigation meters must be sized via irrigation calculations (in gpm) prior to approval. The developer must provide these calculations. Please follow these guidelines: If the project is a newer development (newer than 1998), check the recent improvement plans and observe if the new irrigation service is reflected on the improvement sheets. If so, at the water meter station, the demand in gpm may be listed there. Irrigation services are listed with a circled "I", and potable water is typically a circled "W". The irrigation service should look like: ___ STA 1+00 Install 2" service and - 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 (wl a right of way permit of course), then the applicant must provide irrigation calculations for estimated worst-case irrigation demand (largest zone with the farthest reach). Typically, Larry Black has already reviewed this if landscape plans have been prepared, but the applicant must provide the calculations to you for your use. Once you have received a good example of irrigation calculations, keep a set for your reference. In general the calculations will include: Hydraulic grade line Elevation at point of connection (POC) Pressure at POC in pounds per square inch (PSI) Worse case zone (largest, farthest away from valve Total Sprinkler heads listed (with gpm use per head) Include a 10% residual pressure at point of connection 3. In general, all major sloped areas of a subdivision/project are to be irrigated via separate irrigation meters (unless the project is only SF0 with no HOA). As long as the project is located within the City recycled water Pland,edi c*t Form (Generc).doc 6 • Pxv. 7I14CO BUILDING PLANCHECK CHECKLIST 1ST 2N0 3R0 service boundary, the City intends on switching these irrigation services/meters to a new recycled water line in the future. 0 0 0 12c. Irrigation Use (where recycled water is available) Recycled water meters are sized the same as the irrigation meter above. If a project fronts a street with recycled water, then they should be connecting to this line to irrigate slopes within the development. For subdivisions, this should have been identified, and implemented on the improvement plans. Installing recycled water meters is a benefit for the applicant since they are exempt from paying the San Diego County Water Capacity fees. However, if they front a street which the recycled water is there, but is not live (sometimes they are charged with potable water until recycled water is available), then the applicant must pay the San Diego Water Capacity Charge. If within three years, the recycled water line is charged with recycled water by CMWD, then the applicant can apply for a refund to the San Diego County Water Authority (SDCWA) for a refund. However, let the applicant know that we cannot guarantee the refund, and they must deal with the SDCWA for this. 0 0 0 13. Additional Comments: H:WORDDOCS'CMKLSflBUikiII Plaixfledc Cklst Form (Geneflc).doc 7 • Rev. 7114100 ENGINEERING DEPARTMENT qu FEE CALCULATION WORKSHEET Estimate based on unconfirmed information from applicant. O Calculation based on yilding plancheck plan submittal. Address: O /V( Bldg. Permit No.CA4O I - Prepared by:/ LA}'7U Data: Checked by: Date: EDU CALCULATIONS: List types and square footages for all uses. Types of Use: 1>0 1 StkSq. Ft./Units: 1' EDU's: Types of Use: Sq. Ft./Units:_______________ EDU's: ADTCALCULATIONS: List types and square footages for all uses. -1-- 11— Types of Use: 1 _1.).1-C) V¼._ Sq. Ft/Units: ADT's: Types of Use: Sq. Ft./Units: ADT's: FEESREQUIRED: WITHIN CFD: 0 YES (no bridge & thoroughfare fee in District #1, reduced Traffic Impact Fee) 0 NO2 1. PARK-IN-LIEU FEE PARK AREA & #: FEE/UNIT: X NO. UNITS: =$ 2. TRAFFIC IMPACT FEE -' --- I'-f /) ADT's/UNITS: X FEE/ADT: =$ I I __- o BRIDGE AND THOROUGHFARE FEE (DIST. #1 DIST. #2 DIST: #3 ____•) ADT's/UNITS: X FEE/ADT: =$____________ o FACILITIES MANAGEMENT FEE ZONE:_________ UNIT/SQ.FT.: X FEE/SQ.FT./UNIT: = $____________ o SEWER FEE FEE/EDU:______ EDU's: X BENEFIT AREA: EDU's: X FEE/EDU: = $_____________ o SEWER LATERAL ($2,500) = $ o DRAINAGE FEES PLDA : HIGH /LOW 7) ACRES: X FEE/AC: = $('(1llA 97i S. POTABLE WATER FEES UNITS CODE CONNECTION FEE METER FEE SDCWA FEE IRRIGATION 1 of WordDocs\MlstormsFee Calculation Worksheet Rev. 7/14/00 PLANNING DEPARTMENT BUILDING PLAN CHECK REVIEW CHECKLIST 0 CO (0 (0 0 C3 Plan Check No. CB 2 1 - Address \o O Planner Greg Fisher S Phone (760) 602-4629 APN: Type of Project & Use: Net Project Density: DU/AC Zoning: General Plan: Facilities Management Zone: CFD 1in/nu,t #Date of participation: Remaining net dev acres:_____ Circle One (For non-residential development: Type of land used created by this permit: Legend:VN Item Complete Item Incomplete - Needs your action Environmental Review Required: YES NO TYPE DATE OF COMPLETION: E Compliance with conditions of approval? If not, state conditions which require action. Conditions of Approval: ________________________________ Discretionary Action Required: YES ____ NO TYPE S b\i 0 t -o APPROVAL/RESO. NO. ii: PROJECT NO. OTHER RELATED CASES: Compliance with conditions or approval? If not, state conditions which require action. Conditions of Approval:__________________________________________________ Coastal Zone Assessment/Compliance Project site located in Coastal Zone? YES____ NO____ CA Coastal Commission Authority? YES NO____ S If California Coastal Commission Authority: Contact them at - 3111 Camino Del Rio North, Suite 200, San Diego CA 92108-1725; (619) 521-8036 Determine status (Coastal Permit Required or Exempt): Coastal Permit Determination Form already completed? YES NO____ If NO, complete Coastal Permit Determination Form now. Coastal Permit Determination Log #: Follow-Up Actions: Stamp Building Plans as "Exempt" or "Coastal Permit Required" (at minimum Floor Plans). Comple Coastal Permit Determination Log as needed. H:\ADMIN\COUNTER\BldgPinchkRevChkist Lot Coverage: Required 40 '?c Shown Height: Required 3o Shown , tQ Parking: Spaces Required Shown 6.. (zo )( O Guest Spaces Required Shown _______________ Additional Comments ( (wycA-AMY--c,---s Pt nr' Inclusionary Housing Fee required: YES NO T (Effective date of Inclusionary Housing Ordinance - May 21, 1993.) Data Entry Completed? YES X' NO (AIPIDs, Activity Maintenance, enter CB#, toolbar, Screens, Housing Fees, Construct Housing Y/N, Enter Fee, UPDATE!) Site Plan: LI 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. 2. Provide legal description of property and assessor's parcel number. lhtnl MME Zoning: 1. Setbacks: Front: Required -D Shown ao Interior Side: Required . Shown C) Street Side: Required Shown Rear: Required Shown 2. Accessory structure setbacks: Front: Required Shown Interior Side: Required Shown Street Side: Required Shown Rear: Required Shown Structure separation: Required - Shown OK TO ISSUE AND ENTERED APPROVAL INTO COMPUTER F TE H:\ADMIN\COUNTER\BldgPinchkRevChkist SUMMIT DESIGN ENGINEERING STRUCTURAL AND CIVIL 7224 MARGERUM AVENUE San Diego, CA 92120 Phone (619) 582-2721• Fax 284-0837 Structural Calculation For Proposed S.F.R' To be located at ioManoliaAve I Ca rsibad .CA Client: Owner: Miguel Bramblia O'Gara 2116 La Siesta Way National City, CA 91950 Project: Date: MBI'Il-OO 41 All 17 IL SOIL - PO. Box 1195 TESTERS Lakeside, cbnüa 92040 June 9, 1999 (619)443-0060 (619) 443-0933 Fax Mike O'Gara P.O. Box 1633 Carlsbad, California 92018 SUBJECT: File No. 9796 SITE INSPECTION Proposed Residential Building Site Magnolia Avenue City of Carlsbad Tract 9723, Phase I Dear Mr. O'Gara: SCOPE In accordance with your request; a Site Inspection has been performed at the subject site. The purpose of this investigation was to examine existing site conditions and provide engineering recommendations for the proposed 4 single-family residences. FIELD INSPECTION In order to accomplish this purpose, a representative of this firm visited the site, reviewed the topography and site conditions and visually and textually classified the surface and near surface soils. Representative samples of the on-site soils were obtained from a test exploration 3 feet in depth and tested for density, shear strength and expansive characteristics. Similar soils and conditions were observed in two other explorations. SrFE CONDiTIONS The subject site is an undeveloped parcel located on the northerly side of Magnolia Avenue. The site is relatively level with an approximate one percent fall to the southeast. No man made fill soils were observed during the course of this inspection. SOIL CONDiTIONS Soils encountered in the test explorations were dark brown, silty, fine sands to medium sands to Mike O'Gara File No. 9796 June 9, 1999 approximately 2 feet in depth. These surface soils were loose and compressible. Underlying the loose surface soils were medium dense, red brown, fine to medium sands. None of soils we encountered were considered to be detrimentally expansive with respect to change in volume with change in moisture content (Expansion Index 15). An in-place field density test taken in accordance with kS.TM D1556-82 at the bottom of the exploration (approximately 3 feet in depth) indicated relative compaction of the soils at that level to be 92.9 percent. CONCLUSIONS AND RECOMMENDATIONS The loose native soils we encountered should not be utilized to support the proposed new structure. They should be recompacted to at least 90 percent of maximum thy density in accordance with the Grading Specifications in this report in order to provide adequate support for the proposed new structure. Anticipated depth of recompaction is 2 feet. 2. Conventional spread footings founded a minimum of 12 inches for one story structures and 18 inches for two story structures below lowest adjacent grade and having a width determined by the allowable soil bearing value as detailed above are recommended for foundation support. Footing widths should be at least 12 inches for one story structures or 15 inches for two story structures for continuous footings and 24 inches for square footings due to practical considerations as well as Building Code requirements. Reinforcing in footings should consist of at least one #4 steel bar placed continuously in the top and bottom of continuous footings regardless of structural requirements. Reinforcing for isolated footings are dictated by the structural requirements. These recommendations are based upon on the soil type encountered and do not take into consideration the proposed bearing load. 4. Concrete slabs-on-grade should be constructed to have a nominal thickness of 4" and underlain with a sand blanket of 3 inches in thickness. Provide minimum temperature reinforcement consisting of 6X6-10/10 welded wire mesh. The sand subbase (sand blanket) should have a sand equivalent exceeding 30 per ASTM D2419. All slabs should either have a conventional thickened edge or be poured monolithically with continuous footings at the slabs perimeter. Conventional thickened edges should be 8" thick at slab edge, uniformly tapering to 4" thick at 2' from slab edge. The thickened edges or monolithic footings should extend completely around the slab's perimeter. Construction and expansion joints should be considered slab edges Maximum spacing of expansion joints is 50' for interior slabs and 30' for exterior slabs. 2 Mike O'Gara File No. 9796 June 9, 1999 A representative sample of the foundation soil was remolded to 90% of maximum dry density (127.3). Based on the following test results, a safe allowable bearing value of at least 2500 pounds per square foot for 12 inch deep footings may be used in designing the foundations and slab for the proposed structures. This value may be increased by one third for wind and/or seismic loading. Angle of internal friction 37° Cohesion 227 psf Unit weight 114.7 pcf For any grading proposed or contemplated for this project, the following grading specifications should be utilized. RECOMMENDED GRADING SPECIFICATIONS For Proposed Residential Building Site Magnolia Avenue City of Carlsbad GENERAL: Soil Testers and 'Soil Engineer' are synonymous hereinafter and shall be employed to inspect and test earthwork in accordance with these specifications, the accepted plans, and the requirements of any juiisdictive governmental agencies. They are to be allowed adequate access so that the inspections and tests may be performed. The Soil Engineer shall be appraised of schedules and any unforeseen soil conditions. Substandard conditions or workmanship, inadequate compaction, adverse weather, or deviation from the lines and grades shown on the plans, etc., shall be cause for the soil engineer to either stop construction until the conditions are corrected or recommend rejection of the work. Refusal to comply with these specifications or the recommendations and/or interpretations of the soil engineer will be cause for the soil engineer and/or his representative to immediately terminate his services. Deviations from the recommendations of the Soil Report, from the plans, or from these Specifications must be approved in writing by the owner and the contractor and endorsed by the soil engineer. SOIL TEST METHODS: Maximum Density & Opt Moisture - ASTM Dl 5 57-70 Density of Soil In-Place - ASTM D1556, D2922 and D3017 3 Mike O'Gara File No. 9796 June 9, 1999 Soil Expansion - UBC STANDARD 29-2 Shear Strength - ASTM D3080-72 Gradation & Grain Size — ASTM D114O-71 Capillary Moisture Tension - ASTM D2325-68 Organic Content - % Weight loss after heating for 24 hours at 300° F and after deducting soil moisture. LIMITING SOIL CONDITIONS: Minimum Compaction 90% for 'disturbed' soils. (Existing fill, newly placed fill, plowed ground, etc.) 84% for natural, undisturbed soils. 95% for pavement subgrade within 2' of finish grade and pavement base course. Expansive Soils Expansion index exceeding 20 Insufficient fines Less than 40% passing the #4 sieve. Oversized Particles Rocks over 10" in diameter. PREPARATION OF AREAS TO RECEIVE FILL: Brush, trash, debris and detrimental soils shall be cleared from the areas to receive fill. Detrimental soils shall be removed to finn competent soil. Slopes exceeding 20% should be stepped. uphill with benches 10' or greater in width. Scaiify area' to receive fill to 6" depth and compact. FILL MATERIAL shall not contain insufficient fines, oversized particles, or excessive organics. On-site disposition of oversized rock or expansive soils is to be at the written direction of the Soil Engineer. Select fill shall be as specified by the soil engineer. All fills shall be compacted and tested. SUIBDRAINS shall be installed if required by and as directed by and detailed by the soil engineer and shall be left operable and unobstructed. They shall consist of 3" plastic perforated pipe set in a minimum cover of 4" of filter rock in a 'vee' ditch to intercept and drain free ground from the mass fills. Perforated pipe shall be schedule 40, Poly-Vmyl-Chloride or Aciylonitrile Butadienne Styrene plastic. Rock filter material shall conform to the following gradation: Sieve size: 3/4" #4 #30 #200 %Passing: 90-100 25-50 5-20 0-7 Subdrains shall be set at a minimum gradient of 0.2% to drain by gravity and shall be tested by dye flushing before acceptance. Drains found inoperable shall be excavated and replaced. Mike O'Gara File No. 9796 June 9, 1999 CAPPING EXPANSIVE SOILS: If capping expansive soils with non-expansive soil to mitigate the expansive potential is used, the cap should be compacted, non-expansive, select soil placed for a minimum thickness 3' over the expansive soil and for a minimum distance of 8' beyond the exterior perimeter of the structure. Special precautions should be taken to ensure that the non-expansive soil remains uncontaminated and the minimum thickness and dimensions around the structure are maintained. The expansive soils underlying the cap of non-expansive cap should be pre-saturated to a depth of 3' to obtain a degree saturation exceeding 90% before any construction supported by the compacted cap. The non-expansive soil comprising the cap should conform to the following: Minimum Compaction 90% Maximum Expansion Index 30 Minimum Angle of Internal Friction 33 Deg Cohesion Intercept 100 psf UNFORESEEN coNDmoNs: Soil Testers assume no responsibility for conditions which differ from those described in the applicable current reports and documents for this property. Upon termination of the soil engineer's services for any reason, his fees up to the time of termination become due and payable. If it is necessary for the soil engineer to issue an unfavorable report concerning the work that he has been hired to test and inspect, the soil engineer shall not be held liable for any damages that might result from his 'unfavorable report. If we can be of any further assistance, please do not hesitate to contact our office. This opportunity to be of service is sincerely appreciated. Respectfully submitted, JCSIss cc: (3) submitted 5 "211M wa0Io1 OF Wfifflumm CHRISTIAN WHEELER ENGINEERING December 6, 1999 Mike O'Gara do Soil Testers Post Office Box 1195 Lakeside, CA 92040 CWE 199.050.1 SUBJECT: Seismic Design Criteria, Proposed Residential Building Site, Magnolia Avenue, Carlsbad, California REFERENCES: 1) Site Inspection, Proposed Residential Building Site, Magnolia Avenue, Carlsbad, California, Tract 9723, Phase I, by Soil Testers, Project No. 9796, dated June 9, 1999. Maps of Known Active Fault Near-Source Zones in California and Adjacent Portions of Nevada by California Division of Mines and Geology, dated February 1998. Geologic Maps of the Northwestern Part of San Diego County, California by S. S. Tan and M. P. Kennedy, California Division of Mines and Geology Open-File Report 96-02. Dear Mr. O'Gara: In accordance with the request of Soil Testers, we have prepared this letter to present pertinent seismic/geotechnical information regarding the project site. The scope of our limited study consisted of a review of the referenced soils report, a review of other pertinent literature, and the preparation of this letter that includes our findings. GENERAL GEOLOGIC SETTING: The project site is located in the Coastal Plains Physiographic Province of San Diego County and is underlain by Quaternary-age terrace deposits and associated surficial soils. The terrace deposits generally consist of light reddish-brown to yellowish-brown, medium dense to dense sands and silty sands. SEISMIC DESIGN PARAMETERS: Based on a maximum magnitude (Mthax) earthquake of 6.9 along the nearest portion of the Rose Canyon Fault Zone, the Maximum Bedrock Acceleration at the site would be approximately 0.40 g. For structural design purposes, a damping ratio not greater than 5 percent of critical dampening, and Soil Profile Type SD are recommended (UBC Table 16-3). Based upon the location of the site at approximately 8 kilometers from the Rose Canyon Fault Zone (Type B Fault), Near Source Factors Na equal to 1.0 and N equal to 1.1 are also applicable. These values, along with other seismically related design parameters from the Uniform Building Code (UBC) 1997 edition, Volume II, Chapter 16, utilizing a Seismic Zone 4 are presented in tabular form below. 4925 Mercury Street + San Diego, CA 92111 + 858-496-9760 + FAX 858-496-9758 CWE 199.050 December 6, 1999 UBC - CHAPTER 16 TABLE No. SEISMIC PARAMETER RECOMMENDED VALUE 16-I Seismic Zone Factor Z 0.40 16-J Soil Profile Type SD 16-Q Seismic Coefficient Ca 0.44 Na 16-R Seismic Coefficient C, 0.64 N 16-S Near Source Factor Na 1.0 16-T Near Source Factor N 1.1 16-U Seismic Source Type B LIQUEFACTION: Liquefaction is the phenomenon that may result in large total and/or differential ground surface settlement and possible lateral ground spreading during an earthquake. Liquefaction occurs when loose, saturated, generally fine sands and silts are subject to strong ground shaking. The soil loses all shear strength and becomes a viscous liquid for a short period of time, and then usually solidifies. Settlement of the ground surface and failure of foundations caused by liquefaction is usually only affected by the soils that liquefy within the upper 30 feet; the effect of liquefaction of soils below this depth is not usually manifested at the ground surface. Four conditions usually must be present before liquefaction can occur. The soil is below the groundwater table, i.e., saturated; The soil is composed predominantly of fine sand and silt, The soil is in a loose to medium dense state; The soil is subject to a sufficient magnitude and duration of strong ground shaking. Based on the available information, it appears that the native materials at the site below the foundation elevation are generally medium dense to dense and probably not subject to liquefaction. If you have any questions after reviewing this letter, please do not hesitate to contact this office. Respectfully submitted, CHRISTIAN WHEELER ENGINEERING ,4DGEO Curtis R. Burdett, C.E.G. #1090 ifc 6 Po 1090 I 1' CE R1IFIED CRB:crb EIXNEERN cc: (4) Soil Testers \\ \ GEOLOGIST P0 Box 1195 Lakeside, CA 92040 MAR-29-2001 THU 03:08 ION CITY OF CARLSBAD FAX NO, 760 602 8558 P. 01 cLQllyf Carlsbad CERTLFICATE 01 COMPLIANCE PAYMENT OF SCHOOL FEES OR OTHER MrrLGA1TIoN This form muat be completed by the City, the applicant, and the appropriate school districts and returned to the City prior to issuing a building paiint 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: oc/.V~zL--' / Building Type: -fvA..Iv' Residential: Number of New Dwelling Units _Square Feet of Living Area in New Dwelling Z q 3 Second Dwelling Unit: Square Feet of Living Area in SOU Residential Additions: Net Square Feet New Area f^ <' Commercial/Industrial: Square Feet Floor Area .çgy 9. 90 City Certification of Applicant Information: Carlsbad Unffied School Distxict X '' San Marco Unified School District 801 Pint Ave. ) 215 Mau Way Qrlsbsd CA 92009 (729-9291) V San Marcos, CA 92069 (736-2200) Encinitas 1flot San Dieguito Union High Scxiool District 101 South Rancho Santa Fe Rd 710 Encinitas Blvd Encinitas, CA 92024(944.4300) Encinitas, CA 92024 (753-6491) Certification of AppilcantlOwners. The person executing this declaration rOw"er) 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 certi.caticn of payment and pay the additional fee If Owner requests an Increase in the number of dwelling units or square footage after the building permit Is Issued or If the Initial determination of units or square footage is found to be Incorrect, and that (2) the Owner Is the owner/CeveJppg of the,,bp)e deacibed project(s), or that the person executing this declaration is authorized to sign pg,be&f of t'e 0,07 ,,-//// Signature: (/7 (// 10147,/f4- Date: 1636 Farada Avenue 'arlebad, CA 9200-7314 (760) 602-2700" FAX (760) 602-8560 Rvlcd 420100 istrict Carlsbad, California 92008 NR-29-2001 THU 32:09 PM CITY OF 0ARLSBD FAX NO, 760 602 8558 P. 02 SCHOOL DISTRICT SCHOOL FEE CERTIFICATION (To be completed by the school district(s)) 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, ceilifles 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 isue budding permits for this project. SIGNATURE OF AUTHORIZED SCHOOL DISTRICT OFFICIAL TITLE NAME OF SCHOOL DISTRICT DATE PHONE NUMBER IV FROM O'GRRA 8. CO. FAX NO. : 760 4347563 Mar. 19 21 4:31PM P1 City of Carlsbad Plumbing - Electrical - Mechanical Wyzksheet Project Address (1W) /ffZil/f Permit No. Questions below refer to work being done for this permit only. Plumbing Number of new or relocated fixtures, traps, or floor drains? New building sewer line? Number of roof drains? lnstall/aItrwater line? Number of water heaters? Number of hose bibs? Gas piping system - Install - L' Repair Number of new or relocated gas outlets New water meter - No. of / Size Potable - J.,-' Irrigation Electrical Number of new panels or subpanels? '2 Size of New Service 90 Yes &--No Yes No 1/ Single Phase Size Three Phase a Three Phase-480 Remodel (relocate existing outlets/switches or add outlets/switches Number of amperes /19 Number of amperes 2:2-- N umber of amperes Yes No/V/A Number of furnaces, A/C, or heat pumps? Number of fireplaces? Number of exhaust fans? Number of exhaust hoods? Number of boilers or compressors? New or relocated duct work? Number of HP? Yes No BEFORE THE PERMIT CAN BE FEE'D OUT THIS FORM EED TQ BE RETU ED TO THE BUILDING DEPARTMENT - FAX NUMB (760) 602-858