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Home My WebLink About1060 MAGNOLIA AVE; ; CB012754; Permit.1' • I City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 Residential Permit Permit No: CB012754 Building Inspection Request Line (760) 602-2725 1060 MAGNOLIA AV CBAD RESDNTL Sub Type: SFD Status: ISSUED 2051912100 Lot #: 0 Applied: 08/21/2001 $248,278.00 Construction Type: VN Entered By: RMA Reference #: Plan Approved: 10/10/2001 2 Structure Type: SFD Issued: 10/10/2001 5 Bathrooms: 4 Inspect Area: RCB OGARA RES-2315 SF, 480 SF GAR Orig PC#: 438 SF 2ND DWELLING UNIT Plan Check#: 04-10-2002 Job Address: Permit Type: Parcel No: Valuation: Occupancy Group: # Dwelling Units: Bedrooms: Project Title: Applicant: Owner: OGARA MICHAEL D&VICKI B OGARA MICHAEL D&VICKI B 4774 04/10/02 0002 01 02 60-00 3200 JAMES DR CARLSBAD CA 92008 3200 JAMES DR CARLSBAD CA 92008 V / N Total Fees $20,919.10 / Total Payments To Date: .$20,859.10 // Balance Due $60.00 Building Permit / $1,005.48 Meter Size . - AddI Building Permit Fee , $0.00J / AddIRecI. Water Con. Fee". $0.00 Plan Check /$653.56 Meter Fee' $140.00 Addl Plan Check Fee' $0.00 " . SDCWA Fee . , $2,004.00 Plan Check Discount ' " $0.00 CFD Payoff Fee . $0.00 Strong Motion Fee N $24.83 PFF ' '••/ \ , $4,518.66 Park in Lieu Fee \\$0.00 PFF (CFD Fund) ,-' $4,171.07 Park Fee $0.00 License Tax / $0.00 LFM Fee $0.09 License Tax (CFD Fund) ',/ $0.00 Bridge Fee $0.00'°. 'Traffic Impact Fee -: ", $701.24 Other Bridge Fee $0.00 'Traffic Impact (CFD'Fund) , $790.76 BTD #2 Fee ' . $0.00 Sidewalk Fee' 'C '- ' $0.00 BTD #3 Fee $0.00 PLUMBING TOTAL \ I $238.00 Renewal Fee N $0.00 --l'ELECTRICAL TOTAL i/ . $110.00 AddI Renewal Fee N $0.00'" MECHANICAL TOTAL / $63.50 Other Building Fee '. \ $60.00 . Housing Impact Fee / $0.00 Pot. Water Con. Fee $2,400.00 Housing InLieu Fee / $0.00 Meter Size "D5/8 r 0r Ma5terDrage Fee' $0.00 AddI Pot. Water Con. Fee ' '/ N. $0.00 Sewer Fed •' $4,038.00 Red. Water Con. Fee \ , $0.00 Additional Fees / / $0.00 TOTAL PERMIT FEES •.•• ' $20,919.10 FINAL APPROVAL 4g lnsDector: 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 lees/exactions." You have 90days 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 Name PERMIT APPLICATION CITY OF CARLSBAD BUILDING DEPARTMENT 1635 Faraday Ave., Carlsbad, CA 92008 FOR OFFICE USE ONLY PLAN CHECK NO.O/ z2y- EST. VAL. 9k?, Plan Ck. Deposit 53,5 Validated By / -1eJr Date Li PT RM ON, Business Name (at this addréssT —_JCGP 653.56 Legal Descttion L No. Subdivsion Name/Number Unit No. Phase No. Total # of units 7 3' AINT r flAgen,fpntractor ' . 9 r7(o( Name - Address City 7't-ate o p T lephon C - - -' - - - ,_ - Name Address City S 1t/,p Telephone C , - (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 exempt,p1- 4olation of Section ,,31.5 by a.applicat.or a (mit stjets the appa)t to a civil penalty of not m,9i'ejn five !Jjindre...ollars [$5001(. Name - Address ' City Stafe/Zip lIeph'ne# State License # __________-, License Class -_( City Business License rc 1Z-'-- ues,gner Name Address City. State/Zip Telephone State License # kESçOMPENSATION I Workers' Compensation Declaration: l hereby affirm under penalty of perjury one of the following declarations: O 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. lii.,e 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 Insurance Company I bar are: Policy No. Expiration Date__________________ (THIS SECTION NEED NOT BE COMPLETED IF THE PERMIT IS F ONE HUNDRED DOLLARS [$1001 OR LESS) o 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 doIlas ($100,000), in addition to the cost of compensation, damages asprovided for in Section 3706 of the Labor code, interest and attorney's fees. SIGNATURE DATE PWNTh___iLL DECLARW' : I hereby affirm that I am exempt from the Contractor's License Law for the following reason: - - C3 I, as owner of the property or my employees with wages-as their sole compensation, will do the work and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or through his own employees, provided that such improvements are not intended or offered for sale. If, however, the building or improvement is sold in one year of completion, the owner-builder will have the burden of proving that he did not build or improve for the purpose of sale). I, as owner of the property, am exclusively contracting with licensed Contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon; and contracts for such projects with contractor(s) licensed pursuant to the Contractor's License Law). - 0 I-am exempt under Section Business and Professions Code for this reason: - - 1. I personally plan to provide the major labor and materials for construction of the proposed property improvement. 0 YES 2. Pve have not) signed an application for a building permit for the proposed work. 3.. contracted with the following person (firm) to provide the proposed construction (include name / address I phone number / Contractors license number): 4. I plan to provide portions of the work, but ,l have hired the folloyiing,pers to coordiq super and providQt$ major e' (inclu e name I address / phone number / contractors license number): _/,'/J_-'_"—')_j')?A_i"_2'7 IL I will provide some of the work, but I have contracted lhired,e4olloy)ng persons to provide the work indicated (include name / address / phone number / type of work): _11 I'! II - .1 1 1 PROPERTY OWNER SIGNATURE i/fl'e DATE cI77 Z c ( ( Is the applicant or future building-occupant required to submit a business plan, acutely hazardous materials registration risk management and prevention form program under Sections 25505. 25533 or 25534 of the Presley-Tanner Hazardous Substance Account Act? 0 YES - 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 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. CQ[RU CJ,ION LENDING hereby affirm that there is y 1construction lending agency for the performance of the work for which this permit is issued (Sec. 309701 civil Code). LENDER'S NAME - - LENDER'S ADDRESS - ,.- - 19 AER ?JIJPJ TL. 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 CitV 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 ANYWAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT. OSHA:, An OSHA permit is required for excavations over 50" 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 ay om the date of such permit or if the building or work authorized by such permit is su ended or abandoned at any time after the work is com, c d I PerioUniform Building Code). APPLICANT'S SIGNATURE DATE ____________________________ IV - - - - tl WHITE File YELLOW Applicant PINK Finance City of Carlsbad Bldg Inspection Request For: 08/26/2002 Permit# CB012754 Title: OGARA RES-2315 SF, 480 SF GAR Description: 438 SF 2ND DWELLING UNIT Type: RESDNTL Sub Type: SFD Job Address: 1060 MAGNOLIA AV Suite: Lot 0 Location: APPLICANT OGARA MICHAEL D&VICKI B Owner: OGARA MICHAEL D&VICKI B Remarks: Inspector Assignment: RF Phone: 7605191004 Inspector: /j ,c' Total Time: Requested By: MIKE 0 GARA Entered By: KAREN CD Description Act Comments 19 Final Structural 29 Final Plumbing /9 39 Final Electrical /9/' E/-/ '/ G-g (/oo '-4) (oô 49 Final Mechanical Associated PCRs/CVs Inspection History Date Description Act Insp comments 08/23/2002 89 Final Combo CA RF NOT READY, RESCHEDULE FOR MONDAY. 08/12/2002 19 Final Structural CO RF FIRE WALL PENITRATION 08/12/2002 29 Final Plumbing CO RF SINGLE WALL VENT (WATER HEATER) 61N CLEAR. 08/12/2002 39 Final Electrical CO RF LIGHT FIXTURES NOT INSTALLED 08/12/2002 49 Final Mechanical CO RF HEAD CLEARANCE ATTIC ACCESS 08/09/2002 89 Final Combo CO RF KITCHEN COUNTER WIRED TO WALL RECEPT. 08/07/2002 19 Final Structural NR RF 08/07/2002 29 Final Plumbing NR RF DO NOT RELEASE GAS TILL FINAL 08/07/2002 39 Final Electrical NR RF CAN NOT CONNECT KIT ISLAND TO WALL RECEPT. 08/07/2002 49 Final Mechanical NR RF 08/06/2002 89 Final Combo CO RF ELECTRICAL -NMC HANGING OUT OF WALL ETC 08/02/2002 23 Gas/Test/Repairs AP RF HOUSE 08/01/2002 23 Gas/Test/Repairs CO RF GAS TEST BOTH HOUSE & GRANNY FLAT? 2 METERS? 07/30/2002 89 Final Combo NR RF 07/22/2002 39 Final Electrical NR RF NO ONE HOME. ELECT. NOT READY 04/25/2002 17 Interior Lath/Drywall AP RC 1~0 t t %N City of Carlsbad Bldg Inspection Request For: 08/26/2002 Permit# CB012754 04/25/2002 18 Exterior Lath/Drywall AP RC 04/25/2002 23 Gas/Test/Repairs PA RC 04/24/2002 17 Interior Lath/Drywall CO RC 04/19/2002 16 Insulation AP RC 04/19/2002 24 Rough/Topout AP RC 04/18/2002 14 Frame/Steel/Bolting/Welding CA RC 04/18/2002 24 Rough/Topout CA RC 04/12/2002 14 Frame/Steel/Bolting/Welding AP RC 04/12/2002 24 Rough/Topout PA RC 04/12/2002 34 Rough Electric AP RC 04/12/2002 44 Rough/Ducts/Dampers AP RC 04/11/2002 14 Frame/Steel/Bolting/Welding CO RC 04/11/2002 24 Rough/Topout NR RC 04/11/2002 34 Rough Electric AP RC 04/11/2002 44 Rough/Ducts/Dampers AP RC 03/29/2002 84 Rough Combo NR RC 03/27/2002 84 Rough Combo NR RC 03/25/2002 84 Rough Combo CA PD 03/11/2002 14 Frame/Steel/Bolting/Welding PA RC 01/31/2002 13 Shear Panels/HD's PA RC 01/29/2002 13 Shear Panels/HD's CO RC 01/22/2002 13 Shear Panels/HD's CO RC 01/17/2002 13 Shear Panels/HD's CO NF 01/11/2002 13 Shear Panels/HD's CA RC 01/11/2002 14 Frame/Steel/Bolting/Welding WC RC 01/11/2002 15 Roof/Reroof AP RC 11/19/2001 32 Const. Service/Agricultural AP RC 10/30/2001 11 Ftg/Foundation/Piers AP RC 10/26/2001 11 Ftg/Foundation/Piers NR PD 10/16/2001 21 Underground/Under Floor AP RC Inspector Assignment: RF GRANNY FLAT - OK - HOUSE HAS BROKEN GAUGE HOUSE NOT SCRAPPED OUT OK TO DRYWALL BY MIKE OK TO INSULATE - DO NOT DRYWALL NOT FULL TO TOP SPEC. INSP. REPORT FILED FOR FIX ON 3 X BOTTOM PLATE A-355, RATPROOFING, LIST W/SUPER SYSTEM 1/2 EMPTY SEE NOTICE - RE-INSP FEE DUE SUPER DID NOT WALK HOUSE - TOO MANY CORRECTIONS OK TO INSTALL SHEAR IN GARAGE WALL EXT. ONLY - OK TO WRAP SEE NOTICE (MISSING HARDWARE) MISSING TECO S & MST STRAPS NO SUPERVISION OK TO COVER TSPB RELEASED OK TO POUR HARDWARE, STEEL NOT IN-SEE ATTACHED NOTICE OK TO COVER ldf rA- Inspection Date: —',? Carl Schmidt Inspection ~~b RO. Box 178403 San Diego. CA 92177-8403 Phone (619) 855-9252 SPECIAL INSPECTION REPORT PROJECT: _J T '' (p / GSM) JOB START: ;2,A9 ADDRESS:/hO Af46f4/4/,4 4I/4 JOB STOP: CITY:, PERMIT #: C B i73/ 27f4 PLAN FILE #: TYPE OF OBSERVATIONS: MASONRY_ REINFORCED CONCRETE_ FIELD WELDING_ EPDXY-' PRESTRESSED CONCRETE_ SHOP WELDING_ BOLTING_ REINFORCING STEEL_ FIREPROOFING_ SAMPLES: NUMBER: 1VPE: MateaIs/Design Mix Numbers/PSI: WORK INSPECTED CONFORMS WITH APPROVED PLANS AND SPECIFICATIONS UNLESS OTHERWISE NOTED CL1yt6'A/ h4'&t7zJEi sp /ç Print Name Certificafion# , Eliplill Inspef&rs Signatu,.2 li"ll I ONE , ON 1 0 01 11w i Phone: ( Fax:( )_ 57/ FROM : NRtERS DESIGN CONSULTING 'PHONE NO. : 619 204 0037 73L'12 14/a /_' /e5 C Apr. 05 2002 0512PM P1 2 'AILA r— Ay\ f J L ak ) C C) /c,,o /'11Th1voi.14 /* 31K ri. /!I/OZ flC - City 01 Carlsbad Final Building Inspection Dept: Building Engineering Plg MWD St Lite Fire Plan Check #: Date: 07/30/2002 Permit #: CB012754 Permit Type: RESDNTL Project Name: O'GARA RES-2315 SF, 480 SF GAR Sub Type: SFD 438 SF 2ND DWELLING UNIT Address: 1060 MAGNOLIA AV Lot: 0 Contact Person: MICHAEL Phone: 7605191004 Sewer Dist: CA Water Dist: CA Inspected Date '• By: W7 Inspected: ( 01..—Approved: Disapproved: Inspected Date By: Inspected: Approved: Disapproved: Inspected Date By: Inspected: -Approved: Disapproved: Comments: CIty 01 Carlsbad Final Building Inspection Dept: Building Engineering Planning CMWD St Lite Fire Plan Check #: Date: 07/30/2002 Permit #: CB012754 Permitlype: RESDNTL Project Name: OGARA RES-2315 SF, 480 SF GAR Sub Type: SFD 438 SF 2ND DWELLING UNIT Address: 1060 MAGNOLIA AV Lot: 0 Contact Person: MICHAEL Phone: 7605191004 Sewer Dist: CA Water Dist: CA Inspected Date By: Inspected: Approved: Disapproved: Inspected Date By: - Inspected: Approved: L_6iapproved: ____ Inspected Date By: Inspected: Approved: Disapproved: Comments: Orj ,'j---z'?I 5 f) +0 /i-'. EsGil Corporation In Partnership with government for uifiuing Safety DATE: October 3, 2001 JURISDICTION: Carlsbad PLAN CHECK NO.: 01-2754 SET: II PROJECT ADDRESS: 1060 Magnolia Ave. PROJECT NAME: SFD for Mike Ogara ULICANT D PLAN REVIEWER U FILE 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. LII 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: A - Structural plans shall be sealed and signed by the engineer. B - Party wall shall be provided between the Garage and the Second Dwelling. By: Sergio Azuela Enclosures: Esgil Corporation El GA ] MB [J EJ [1 PC 9/25 trnsmtl.dot EsGil Corporation 1n Partnership with Government for Bui(1ing Safety DATE: August 31, 2001 JURISDICTION: Carlsbad PLAN CHECK NO.: 01-2754 PROJECT ADDRESS: 1060 Magnolia Ave. PROJECT NAME: SFD for Mike O'gara SET:I U CANT JURIS U PLAN REVIEWER U FILE 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. LII 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 1633, Carlsbad, CA 92018 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 Telephone #: (760) 519-1004 Date contacted: -4--1 (by: - ) Fax #: (760) 434-7563 Mail - Telephone .- Fax .-' In Person REMARKS: By: Sergio Azuela Enclosures: Esgil Corporation L:IGA DMB EEJ LPC 8/23 trnsmtl.dot 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858) 560-1468 • Fax(858)560-1576 Carlsbad 01-2754 August 31, 2001 PLAN REVIEW CORRECTION LIST SINGLE FAMILY DWELLINGS AND DUPLEXES PLAN CHECK NO.: 01-2754 JURISDICTION: Carlsbad PROJECT ADDRESS: 1060 Magnolia Ave. FLOOR AREA: Dwelling 2,315 SF STORIES: 2 Garage 480 SF, Porch 144 SF Second Dwelling 438 SF, Porch 26 SF HEIGHT: 22 FT REMARKS: DATE PLANS RECEIVED BY JURISDICTION: 8/21/01 DATE INITIAL PLAN REVIEW COMPLETED: August 31, 2001 FOREWORD (PLEASE. READ): 'DATE PLANS RECEIVED BY ESGIL CORPORATION: 8/23 PLAN REVIEWER: Sergio Azuela 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 01-2754 August 31, 2001 . PLANS 1. Please make all corrections on the original tracings, as requested in the correction list. Submit three sets of plans for commercial/industrial projects (two sets of plans for residential projects). For expeditious processing, corrected sets can be submitted in one of two ways: Deliver all corrected sets of plans and calculations/reports directly to the City of Carlsbad Building Department, 1635 Faraday Ave., Carlsbad, CA 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. 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). a) Structural plans shall be sealed and signed by the licensed engineer in the State of California, responsible for the preparation of the structural design calculations. 3. Specify on the Title Sheet of the plans the gross floor area of each element of this project, including, porch. Section 106.3.3. 4. Provide a statement on the Title Sheet of the plans stating that this project shall comply with the 1998 edition of the California Building Code (Title 24), which adopts the 1997 UBC, UMC and UPC and the 1996 NEC. . GENERAL RESIDENTIAL REQUIREMENTS 5. Sleeping rooms shall have a window or exterior door for emergency escape. Sill height shall not exceed 44" above the floor. Windows must have an openable area of at least 5.7 square feet with the minimum openable width 20" and the minimum openable height 24". The emergency door.or window shall be openable from the inside to provide a full, clear opening without the use of separate tools. Section 3104. a) Window U is shown to be an "EGRESS" window, however, in the window schedule is marked as "FIXED". Please clarify. Carlsbad 01-2754 August 31, 2001 Openable window area in habitable rooms must be 1/20 of the floor area and a minimum of 5 square feet. In bathrooms and water closet compartments, 1/20 of area is required and minimum is 1.5 sq. ft. Section 1203.3. a) Window U is shown to be an "EGRESS" window, however, in the window schedule is marked as "FIXED". Please clarify. Provide mechanical ventilation capable of providing five air changes per hour in bathrooms and water closet compartments if required openable windows are not provided. Section 1203.3. Note that the discharge point for exhaust air will be at least 3 feet from any opening. which allows air entry into occupied portions of the building. Section 1203.3. EXITS, STAIRWAYS, AND RAILINGS 9. Provide stairway and landing details. Sections 1003.3.3. Minimum headroom is 6'-8". Minimum width is 36". Clearly show the applicable dimensions on plans. 10. Handrails (Section 1003.3.3.6): a) Handrails and extensions shall be 34" to 38" above nosing of treads and be continuous. i) Clearly show it on plans above nosing of treads on detail 12/S3. ROOFING 11. Specify roof material and application. Chapter 15. 12. Specify on the plans the following information for the roof materials, per Section 106.3.3: Manufacturer's name. Product name/number. ICBO approval number, or equal. 13. Per local ordinance, a Class "A" roof is required. 14. 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. Carlsbad 01-2754 August 31, 2001 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. Note on the plans: "Attic ventilation openings shall be covered with corrosion-resistant metal mesh with mesh openings of 1/4-inch in dimension. Section 1505.3. . 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. a) At the City of Carlsbad all new residential buildings require a soils report. Show distance from foundation to edge of cut or fill slopes ("distance-to- daylight") and show slope and heights of cuts and fills. Chapter 18. Note on plans that surface water will drain away from building and show drainage pattern. Section 1804.7. Show foundation bolt size and spacing. Foundation bolt size and spacing for shear walls must be clearly shown on the foundation plan. Section 1806.6. a) Clearly show on plans which option will be followed in each shear wall from SCHEAR TRANSFER SCHEDULE options from A to H. FRAMING Provide truss details and truss calculations for this project. Specify truss identification numbers on the plans. Please show in the calculations how the redundancy was determined, per Section 1630.1.1. . MECHANICAL (UNIFORM MECHANICAL CODE) Show the type and size (BTU's) of all heating and cooling appliances or systems. . 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. Carlsbad 01-2754 August 31, 2001 Note on the plans that receptacle outlet locations will comply with NEC Art. 210-52(a). . PLUMBING '(UNIFORM PLUMBING CODE) 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. . NOISE INSULATION (DUPLEXES) Show details of duplex common (party) walls and floor/ceiling assemblies to achieve a Sound Transmission Class (STC) rating in walls of 50 decibels and an Impact Insulation Class (llC) rating on floor/ceiling of 50 decibels. Title 24. Show how penetrations of assemblies for piping, electrical devices, recessed cabinets, bathtubs, soffits, or heating ventilating, or exhaust ducts shall be sealed, lined, or insulated to maintain required sound transmission rating. Title 24. Provide insulation in walls and ceiling to achieve STC of 50 between garage and living area if garage use is not controlled by resident. Title 24. . ENERGY CONSERVATION The window schedule shall clearly describe the required U-factor and solar heat gain coefficient (SHGC) values and demonstrate compliance with the Title 24 energy calculations. The regulations require a properly completed and properly signed Form CF-1 R to be either imprinted on the plans, taped to the plans or "sticky backed" on the plans, to allow the building inspector to readily compare the actual construction with the requirements of the approved energy design. All sheets of the latest CF-1 R form must be imprinted onto the plans (sheets 1 of 3, 2 of 3 and 3 of 3 must be included). Specify on the building plans all of the mandatory energy conservation requirements as listed on the enclosure titled, "Mandatory Measures Checklist". Show the make, model, type and efficiency of the space heating (or cooling) system. Carlsbad 01-2754 August 31, 2001 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." . MISCELLANEOUS Clearly show on plans compliance with Section 1633.2.9. By providing drag/strut members and connections at all re-entrant corners. CARLSBAD SPECIAL CODE REQUIREMENTS 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). 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). 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 El No U The jurisdiction has contracted with Esgil Corporation located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123; telephone number of 858/560-1468, to perform the plan review for your project. If you have any questions regarding these plan review items, please contact Sergio Azuela at Esgil Corporation. Thank you. Carlsbad 01-2754 August 31, 2001 VALUATION AND PLAN CHECK FEE JURISDICTION: Carlsbad PLAN CHECK NO.: 01-2754 PREPARED BY: Sergio Azuela DATE: August 31, 2001 BUILDING ADDRESS: 1060 Magnolia Ave. SFD for Mike Ogara BUILDING OCCUPANCY: R-3 & U-i TYPE OF CONSTRUCTION: V-N BUILDING PORTION AREA (Sq. Ft.) Valuation Multiplier Reg. Mod. VALUE ($) Dwelling 2753 248,278 Garage 480 Air Conditioning Fire Sprinklers TOTAL VALUE 248,278 Jurisdiction Code 1cb IBY Ordinance 1994 UBC Building Permit Fee I $1 ,005.481 1994 UBC Plan Check Fee I $653.56 I Type of Review: E1 Complete Review Lj Structural Only LI Other M Repetitive Fee Repeats LI Hourly Hour * I Esgil Plan Review Fee I $563.07 Comments: Sheet I of 1 macvaluedoc of Carlsbad 9/14(0 ! BUILDING PLANCHECK CHECKLIST DATE: PLANCHECK NO.: CB C O ( BUILDING ADDRESS: U A/4i (Si/1)tC PROJECT DESCRIPTION: ASSESSOR'S PARCEL NUMBER: /c9/. L-/— EST. VALUE: ENGINEERING DEPARTMENT APPROVAL The item you have submitted for review has been approved. The approval is based on plans, information and/or specifications provided in your submittal; therefore any changes to these items after this date, including field modifications, must be reviewed by this office to insure continued conformance with applicable codes. Please review carefully all comments attached, as failure to comply with instructions in this report can result in suspension of permit to build. IA Right-of-Way permit is required prior to construction of the following improvements: DENIAL Please see the attached report of deficiencies marked with 0. Make necessary corrections to plans or specifications for compliance with applicable codes and standards. Submit corrected plans and/or specifications to this office for review. By: Date: By: - Date: By: Date: FOR OFFICIAL USE ONLY ERING UTHORIZATION TO ISSUE BUILDING PE Date/24f"/ ENGINEERING DEPT. CONTACT PERSON Name: KATHLEEN M. FARMER City of Carlsbad Address: 1635 Faraday Avenue, Carlsbad, CA 92008 Phone: (760) 602-2741 By: ATTACHMENTS LI Dedication Application LI Dedication Checklist LI Improvement Application LI Improvement Checklist LI Future Improvement Agreement CFD INFORMATION LI Grading Permit Application Parcel Map No: LI Grading Submittal Checklist Lots: LI Right-of-Way Permit Application Recordation: LI Right-of-Way Permit Submittal Checklist Carlsbad Tract: and Information Sheet LI Sewer Fee Information Sheet A-4 H:kWORDIpf;8;5KP%V&Tpap!~eAG$qSFM".edc)4&a r Is bad, CA 9200-7314. (760) 602-2720 • FAX (760) 60280 BUILDING PLANCHECK CHECKLIST SITE PLAN 1ST 3RD .1. Provide a fully dimensioned site plan drawn to scale. Show: Arrow ght-of-Way Width & Adjacent Streets ,fr-txisting & Proposed Structures G.Qriveway widths CExisting Street Improvements ,-H Existing or proposed sewer lateral roperty Lines )-isting or proposed water service Easements )_-Eiting or proposed irrigation service D 0 2. 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 I DESCRIPTION H:\W0RO\D0CS\CHKLS1'8uild Planthedc Cktst Form (Generlc).dOC 2 Rev. 7/14(00 1 C6 7 BUILDING PLANCHECK CHECKLIST 1ST 2ND 3rd DISCRETIONARY APPROVAL COMPLIANCE E 4a. Project does not comply with the following Engineering Conditions of approval for ProjectNo.________________________________________________________ E 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. ":5 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 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\DOCS\CHKLST\BujIdjng Plancheek Cidat Form (RIDDLE HARVEY 7-12-00).doc 3 Rev. 12126/98 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: LI LI LI 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: LI LI LI 6c. Enclosed please find your Neighborhood Improvement Agreement. Please return agreement signed and notarized to the Engineering Department. Neighborhood Improvement Agreement completed by: Date: LI LI LI 6d. No Public Improvements required SPECIAL NOTE: Damaged or defective improvements found adiacent to building site must be repaired to the satisfaction of the City Inspector prior to occupancy. GRADING PERMIT REQUIREMENTS The conditions that invoke the need for a grading permit are found in Section 11.06.030 of the Municipal Code. LI LI LI 7a. Inadequate information available on Site Plan to make a determination on grading requirements. Include accurate grading quantities (cut, fill import, export). 45 LI LI 7b. Grading Permit required. A separate grading plan prepared by a registered Civil Engineer must be submitted together with the completed application form I" 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: (#LI LI 7c. Graded Pad Certification required. (Note: Pad certification may be required even if a grading permit is not required.) H:\WORD\DOCSCHK1ST8ufldirig PIncfleck Ckt Form (RIDDLE - HARVEY 71200).doc 4 Rev. 9/28/00 BUILDING PLANCHECK CHECKLIST 1ST 2ND 3RD 0 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 0 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 0 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 0 0 10. NPDES PERMIT Complies with the City's requirements of the National Pollutant Discharge Elimination System (NPDES) permit. The applicant shall provide best management practices to reduce surface pollutants to an acceptable level prior to discharge to sensitive areas. Plans for such improvements shall be approved by the City Engineer prior to issuance of grading or building permit, whichever occurs Ir t. ,,[Z"11. ''Requiredfeesare attached II 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. H:\W0R0D0CSCHKLSfl3u1dfrg Planthedc Cidsi Form (Generlc).doc 5 Rev. 7114100 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). E 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: ....J ,-. 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 (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 (P00) Pressure at P00 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 H:WORD\DOCS\CHKLST\BuikJng PLIncheck Cldst Form (Geneflc).doc 6 Rev. 7114100 BUILDING PLANCHECK CHECKLIST 1ST 2ND 3RD service boundary, the City intends on switching these irrigation services/meters to a new recycled water line in the future. E 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. D 0 LI 13. Additional Comments: H:\WORDDOCS\CHKLSflBuIng Planchedc Cklst Form (Generc).do - 7 Re,. 7114/00 P ENGINEERING DEPARTMENT FEE CALCULATION WORKSHEET Estimate based on unconfirmed information from applicant. O Calculation based on/uilding plancheck plan submittal. 0 Bldg. Permit No. Address: ( O D 0! 1 Prepared by: I*UJ_'1 ) DaPe: Checked by:. Date: EDUCALCULATIONS: List types and square footages for all uses. Types of Use: $_(1)-F-S_U. Sq. EDUs: 21— Types- of Use: Sq. Ft./Units: EDU's: ADTCALCULATIONS: List types and square footages for all uses. Types of Use: J('OfSO1' Sq. Ft./Units: /_— ADT's: Types of Use: . Sq. Ft./Units: ADT's: FEESREQUIRED: WITHIN CFD: 0 YES (no bridge & thoroughfare fee in District #1, reduced Traffic Impact Fee) 0 NO 0 1. PARK-IN-LIEU FEE . PARK AREA & #: FEE/UNIT: X NO. UNITS:______ 0 2. TRAFFIC IMPACT FEE . ADT's/UNITS( -1-c X /ADT: 4?- L( 3. BRIDGE. AND THOROUHFE FEE (01ST. #1 01ST. #2 01ST. #3 ADT's/UNITS: X FEE/ADT: =$— 4. FACILITIES MANAGEMENT FEE ZONE:_________ UNIT/SQ.FT.: X FEEISQ.FT./UNIT:_________ 5. SEWERE:.s:lIIIIII ::::;;;? BENEFIT AREA: — EDU's: 6. SEWER LATERAL ($2,500) 0 7. DRAINAGE FEES PLDA : HIGH /LOW ACRES: X FEE/AC:__________ 0 8. POTABLE WATER FEES UN S CODE CONNECTION FEE METER FEE SDCWA FEE IRRIGATION - lof2 WordDocs\MisformsFee Calculation Worksheet . Rev. 7/14/00 X FEE/EDLI '2 X FEE/EDU:________ I PLANNING DEPARTMENT BUILDING PLAN CHECK REVIEW CHECKLIST Plan Check No. CBOL 7.5'1 Address OCO 'i''' Uct Planner Paul Godwin Phone 760-602-4625 APN: p05 -qI-g1-00 a'S Type of Project & Use: SFP ISP Net Project Density: DU/AC Zoning: General Plan: - Facilities Management Zone:__________ CFD (in/out) # Date of participation: Remaining net dev acres: Circle One (For non-residential development: Type of land used created by this permit: ) Legend: Z Item Complete Item Incomplete - Needs your action Environmental Review Required: YES NOX TYPE DATE OF COMPLETION: - Compliance with conditions of approval? If not, state cdnditions which require action. Conditions of Approval: Discretionary Action Required: YES NO TYPE APPROVAL/RESO. NO. DATE PROJECT NO. St3IAOi33 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 1\ CA Coastal Commission Authority? YES NO____ If California Coastal Commission Authority: Contact them at - 7575 Metropolitan Dr, Suite 103, San Diego CA92108-4402; (619) 767-2370 Determine status (Coastal Permit Required or Exempt): Coastal Permit Determination Form already completed? If NO, complete Coastal Permit Determination Form now. Coastal Permit Determination Log #: Follow-Up Actions: YES NO Stamp Building Plans as "Exempt" or "Coastal Permit Required" (at minimum Floor Plans). Complete Coastal Permit Determination Log as needed. H:\ADMIN\COUNTER\BldgPlnchkRevChklst Inclusionary Housing Fee required: YES NO ( ' (Effective date of Inclusionary Housing Ordinance - May 21, 1993.) Data Entry Completed? YES NO A, - (A/P/Ds, Activity Maintenance, enter CB#, toolbar, Screens, Housing Fees, Construct Housing YIN, Enter Fee, UPDATE!) Site Plan: 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. Provide legal description of property and assessor's parcel number. Zoning: 1. Setbacks: / Front: Required Shown c O Interior Side: Required ci 1 Shown 31" Street Side: Required ' '+' Shown Rear: Required 1 " Shown 2. Accessory structure setbacks: ro . Required Shown Interior Side: e Shown_______________ Street Side: Required Shown Additional Comments .. OK TO ISSUE AND APPROVAL ENTERED INTO COMPUTER itL24&41i DATE H:\ADMIN\COUNTER\BldgPlnchkRevChklst Rear: Required Show Structure separation: Required Shown Lot Coverage: Required 0 Shown 90 Height: Required '3c " Shown Parking: Spaces Required Shown Guest Spaces Required Shown SUMMIT DESIGN ENGINEERING STRUCTURAL AND CIVIL 7224 Margerum Ave. 4422 Glacier Ave. #F San Diego, CA 92120 San Diego, CA 92120 Phone (619) 582-2721 Phone (619) 284-1848 Fax 284-0837 Structural Calculation For Proposed S.F.R. Addition To be located at: Magnolia Ave. Lot #3 Carlsbad, CA Designer: Samuel B. Wright 2911 State St. Carlsbad, CA 92008 Owner: O'gara Project: MJ 495-01 OESS1ON4 MAH LU t311: ))' Date: 7/30/01 64O' 2 7c'j c3. Specializing floor in roof trusses a nd 0 It COMMERCIAL • RESIDENTIAL' 'ROOM ADDITIONS' 'COMPETITIVE PRICES FREE AND PROMPT ESTIMATES* k\O 00itz4hul', 4f0. 2847 INDUSTRY STREET OCEANSIDE, CA. 92054 ICBO#AA-513 (76o) 722-7696 FAX (7o) 722 - 0438 G&I2,71q '"qq SOIL irIBSTIBES June 9, 1999 P.O. Box 1195 Lakeside, California 92040 (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. SITE 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 1 C6 61Z7 fq 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 A.S.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 dry 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. 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. 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 6X6-10I10 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 5. 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 SPECWICATIONS 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 jurisdictive 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 Density of Soil In-Place - ASTMD1557-70 - 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 Dl 140-71 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 firm competent soil. Slopes exceeding 20% should be stepped uphill with benches 10' or greater in width. Scarify 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. SIJIBDRA1NS 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-Vinyl-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. 51 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, jseph C. Smyth, RCE 2 V65 rrWrft 21.150 JCSIss ' 9130101 cc: (3) submitted 'kZC4OF CM. 5 w 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 (Minax) 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 (IJBC 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 4 FAX 858-496-9758 C\'(' 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 Curtis it Burdett, C.E.G. #1090 qc 6 CRB:crb 1 I CE RED o E.NNEERING cc: (4) Soil Testers GEoLOGIST P0 Box 1195 Exp.j2. Lakeside, CA 92040 FROM O'GRR & CO. Frx NO. 760 4347563 Sep. 27 20 1 09:21PM P1 Y-.!-1(JU1 MU UO V!*t1L) iIV. IUV JUL UJJU I' '.1' City of Carlsbad Plumbing. Electrical Mechanical WirksheeJ Project Address &dgodles Permit No. C3rf1$'/ Questions below refer to work being done for this permit only. Number of new or relocated fixtures, traps, or floor drains? New building sewer lne Number of roof drcs? Install/alter water line? Number OF water hears? Number of hose bibs? Gas pJping 5y5tern - ____ Number of new or relocated gas outlets New water meter- No. of Potable k irrigation Number of new oanels or subpanels? Size of New Service single Phase Size Number of amperes Three Phase Number of amperes .e • Three Pa- 480 Number of amperes 0.. Remodel (relocate existing outlets/switches or add outle -No Yes No Number of furnaces, A#, or heat pumps? Number of flieplaces Number of exhaust fars? Number of exhaust hoods? Number of boilers or compressors? New or relocated du work? a Number of HP? Yes '- No BEFORE THE PERMIT CAN BE FEED OUT Till NEEDS TO U TO THE BUILDING DEPARTMENT - F NU?l8jR (760) 602-8358 Yes _kf Yes k No 4'. Install Repair Size 0 C8012754 1060 MAGNOLIA AV CBAD O'GARA RES-2315 SF, 480 SF GAR 438 SF 2ND DWELLING UNIT RESDNTL SFD Lot: OGARA MICHAEL D&VICKI B I ? (/ -O /ck-.~-fC. I C 6-c / ocø-j1 t1bt b ( PLANUM .:7 /c__(_ / • B4GIN1N P1REAPPR/FORM HEALTH DEPT KM MAY/AIR Q&$L - lymmeawmOOR WI - ftANOW BIGNN SCHOMFORM 7 ciocoiw PGAUWORNufw BLDG FEES COMM