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HomeMy WebLinkAbout2732 CAZADERO DR; ; CB100186; Permit02-08-2010 City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 Retaining Wall Permit Permit No: CB100186 Building Inspection Request Line (760) 602-2725 Job Address: Permit Type: Parcel No: Valuation: Reference #: Project Title: Applicant: BOB SUKUP 2732 CAZADERO DR CBAD RETAIN 2154000600 Lot#: $2,358.00 Construction Type: ENERGY EFFICENCY- BUILD 131 SF RETAINING WALL PER SD COUNTY C-4 0 NEW Status: ISSUED Applied: 01/28/2010 LSM 02/08/2010 02/08/2010 Entered By Plan Approved: Issued: Plan Check*: Inspect Area: Owner: ENERGY EFFICIENCY MANAGEMENT L L C 4322 SEA BRIGHT PL CARLSBAD 92008 760 807 9098 PO BOX 1612 UNION CITY CA 94587 Building Permit Add'l Building Permit Fee Plan Check Add'l Plan Check Fee Strong Motion Fee Green Bldg Standards (SB1473) Fee Renewal Fee Add'l Renewal Fee Other Building Fee Additional Fees TOTAL PERMIT FEES $54.11 $0.00 $35.17 $0,00 $1.00 $1.00 $0.00 $0.00 $0.00 $0.00 $91.28 Total Fees:$91,28 Total Payments To Date:$91.28 Balance Due:$0.00 Inspector: FINAL APPROVAL Date:Clearance: NOTICE: Please take NOTICE that approval of your project includes the "Imposition" of fees, dedications, reservations, or other exactions hereafter collectively referred to as "fees/exactions." You have 90 days from the date this permit was issued to protest imposition of these fees/exactions. If you protest them, you must follow the protest procedures set forth in Government Code Section 66020(a), and file the protest and any other required information with the City Manager for processing in accordance with Carlsbad Municipal Code Section 3.32.030. Failure to timely follow that procedure will bar any subsequent legal action to attack, review, set aside, void, or annul their imposition. You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capacity changes, nor planning, zoning, grading or other similar application processing or service fees in connection with this project. NOR DOES IT APPLY to any fees/exactions of which you have previously been given a NOTICE similar to this, or as to which the statute of limitations has previously otherwise expired. CITY OF CARLSBAD Building Permit Application 1635 Faraday Ave., Carlsbad, CA 92008 760-602-2717 / 2718 / 2719 Fax: 760-602-8558 www.carlsbadca.gov Plan Check No.IV Q I Est. Value Plan Ck. Deposit Date I \ 3L&I tO JOB ADDRESS Dgtv& SUITE#/SPACE#/UNIT# # BATHROOMS TENANT BUSINESS NAMECT/PBQJ£CT'69-02 PHASE ## OF UNITS I # BEDROOMS CONSTR. TYPE OCC. GROUP DESCRIPTION OF WORK: Include Square Feet of Affected Area(s) T \3 1 5.F. OF FEES 75-TMD/A/6 MO- PeH EXISTING USE PROPOSED USE GARAGE (SF)PATIOS (SF)DECKS (SF)FIREPLACE YES D #NOD AIR CONDITIONING YES Q NOD FIRE SPRINKLERS YES D NO D COI APPLICANT 5. ADDRESS sreA ADDR CITY STATE CA CITY STATE ZIP PHONE FAX EMAIL /_ ADDRESS c ADDRESS CJTV STATE.cA CITY ZIP PHONE FAX FAX EMAIL EMAIL ARCH/DESIGNER NAME & ADDRESS STATE LIC. #CLASSB (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 issuanc*, afeo requires theapplicant 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 theBusiness and Professions Code) or that he is exempt therefrom, and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to acivil penalty of not more than five hundred dollars ($500)). Workers' Compensation Declaration: / 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 perm it is issued. CD I have and will maintain workers' compensation,, asrequired by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation intfurarp carrier and policy number are: Insurance Co. a£kQS //4^>- POMP/My _ Policy No. 0) DA^M &t008!7b Expiration Date '3J l&l jti _ This section need not be completed if the permit is for one hundred dollars ($100) 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 dollars (&100,000), in . addition to the cost of compensation, damages as providedfor in Section 3706 of the Labor code, interest and attorney's fees. / / I I ()CONTRACTOR SIGNATURE / /2> 8 ^ hereby affirm that I am exempt from Contractor's License Law for the following reason: n I, as owner of the property or my employees with wages as their sole compensation, will do the work and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or through his own employees, provided that such improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner-builder will have the burden of proving that he did not build or improve for the purpose of sale). D I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and contracts for such projects with contractor(s) licensed pursuant to the Contractor's License Law). I am exempt under Section .Business and Professions Code for this reason: 1.1 personally plan to provide the major labor and materials for construction of the proposed property improvement. ClYes CDNo 2. 1 (have / have not) signed an application for a building permit for the proposed work. 3. 1 have contracted with the following person (firm) to provide the proposed construction (include name address / phone / contractors' license number): 4. 1 plan to provide portions of the work, but I have hired the following person to coordinate, supervise and provide the maj or work (include name / address / phone / contractors' license number): 5. 1 will provide some of the work, but I have contracted (hired) the following persons to provide the work indicated (include name / address / phone / type of work): ^PROPERTY OWNER SIGNATURE DAGENT 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-Tamer Hazardous Substance Account Act? D Yes a No Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? D Yes a No Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? a Yes d No IF ANY OF THE ANSWERS ARE YES, / EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT. I hereby affirm that there is a construction lending agency for the performance of the work this permit is issued (Sec. 3097 (i) Civil Code). Lender's Name Lender's Address I certify that I have read the application and state that the above information is correct and that the information on the plans is accurate, lagreetoromply with all City ordinances and State laws relating to building construction. I hereby authorize representative of the City of Carlsbad to enter upon the above mentioned properly for inspection purposes. I ALSO AGREE TO SAVE, INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS, COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT. OSHA: An OSHA permit is required for excavations over 5'0" deep and demolition or construction of structures over 3 stories in height. EXPIRATION: Every permit issued by the Building Official under the provisions of this Code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 180 days from the date of such permit or if the building or work authorized by suchpemiit is suspended or abandoned at any time after (he work is commenced for a period of 180 days (Section 106.4.4 Uniform Building Code). ^APPLICANT'SSIGNATURE CVnV S ll fit L Wl x DATE City of Carlsbad Bldg Inspection Request For: 10/18/2010 Permit# CB100186 Title: ENERGY EFFICENCY- BUILD 131 SF Description: RETAINING WALL PER SD COUNTY C-4 Inspector Assignment: RB 2732 CAZADERO DR Lot: 0 Type: RETAIN Sub Type: Job Address: Suite: Location: OWNER ENERGY EFFICIENCY MANAGEMENT L L C Owner: Remarks: can you final this permit? Phone: Inspector: Total Time: CD Description 69 Final Masonry Act Comments Requested By: CHRISTINE Entered By: CHRISTINE Comments/Notices/Holds Associated PCRs/CVs/SWPPPs Original PC# Inspection History Date Description Act Insp Comments 07/01/2010 11 Ftg/Foundation/Piers CA RB WRONG PERMIT CALLED IN 05/11/2010 65 Retaining Walls AP RB WALL DRAIN 04/29/2010 65 Retaining Walls WC PY 04/29/2010 66 Grout AP PY 04/26/2010 11 Ftg/Foundation/Piers AP RB PLANNING/ENGINEERING APPROVALS PERMIT NUMBER CB_lQ-1%6 ADDRESS DATE RESIDENTIAL TENANT IMPROVEMENT RESIDENTIAL ADDITION MINOR (<$17,000.00) PLAZA CAMINO REAL CARLSBAD COMPANY STORES VILLAGE FAIRE COMPLETE OFFICE BUILDING OTHER PLANNER DATE ENGINEE DATE Sfr^cttMM^alAffOaaon^CourltrlPlintng Ehatmrihg Approve* PLANNING/ENGINEERING APPROVALS PERMIT NUMBER CB100186 DATE 1/28/10 ADDRESS 2732 CAZADERO DR RESIDENTIAL ADDITION- MINOR (<17,000.00) RETAINING WALL VILLAGE FAIRE POOL/SPA TENANT IMPROVEMENT COMPLETE OFFICE BUILDING OTHER RETAINING WALL PLANNER GINA RUIZ ENGINEER DATE 2/4/10 DATE H:\ADMIN\CO WER/PLANNING/ENGINEERING APPROVALS Layout Line PLAN Mortar Cap totQl 2 1 1/2:1 aioping backfill or 250 psf live load surcharge. 1 1/2:1 sloping backfill or 250 psf live load surcharge. H=5'-4- rrriMI i i4 ru?L 3-clr.J.J 12" r-6" TYPICAL SECTION Horizontal reinf. not shown ELEVATION ~ max SECTION NOTES 1. See Sta..^ard Drawings C —7 and C —8 for additional notes and details. 2. Fill all block cells with grout. DIMENSIONS AND REINFORCING STEEL H (max) T (min) W (min) (A) Bars (D Bars Surcharge © Bars K (min) Toe Press. 5' -4" CT-10" ' 4'-0" U i@ 1 5" #6® 16" sloping #6@8" V-0" 2700 psf live load #6® 16" O'-BT 1900 psf 3'-8" 0'-8" 3'-0" #4® 16" sloping #6® 16" 1 '-0" 1700 psf live load #6016" 0'-8" 1430 psf SAN DIEGO REGIONAL STANDARD DRAWING NUMBER MASONRY RETAINING WALL TYPE 4 (Live Load Surcharge or Sloping Backfill) Revision By T,xt Approved Date DESIGN CONDITIONS: Walls are to be used for the loading conditions shown for each type wall. Design H shall not be exceeded. Footing key is required except as shown otherwise or when found unnecessary by the Engineer. Special footing design is required where foundation material is uncapable of supporting toe pressure listed in table. DESIGN DATA: Reinforced Concrete: Fc = 1200 psi Fs = 20,000 psi Reinforced Masonry: F'c = 3000 psi n - 10 F'm = 600 psi Fm = 200 psi Fs = 20,000 psi n = 50 Earth = 120 pcf and Equivalent Fluid Pressure = 36 psf per foot of height. Walls shown for 1%:1 unlimited sloping surcharge are designed in accordance with Rankline's formula for unlimited sloping surcharge with a 0= 33° 42.' REINFORCEMENT: Intermediate grade, hard grade, or rail steel deformation shall conform to ASTM A615, A616, A617. Bars shall lap 40 diameters, where spliced, unless otherwise shown on the plans. Bends shall conform to the Manual of Standard Practice, A.C.I. Backing for hooks is four diameters. All bar embedments are clear distances to outside of bar. Spacing for parallel bars is center to center of bars. MASONRY: All reinforced masonry retaining walls shall be constructed of regular or light weight standard units conforming to the "Standard Specifications for Public Works Construction." JOINTS: Vertical control joints shall be placed at 32 foot intervals maximum. Joints shall be designed to resist shear and other lateral forces while permitting longitudal movement. Vertical expansion joints shall be placed at 96 foot inter- vals maximum. CONCRETE: Footing concrete shall be 560-C-3250, using B aggregate when placing conditions permit. BACKFILL: No backfill material shaii lie placed against masonry retaining walls until grout has reached design strength or until grout has cured for a minimum of 28 days. Compaction of backfill material by jetting or ponding with water will not be permitted. Each layer of backfill shall be moistened as directed by the Engineer and thoroughly tamped, rolled or otherwise compacted until the relative compaction is not less than 90%. FENCING: Safety fencing shall be installed at the top of the wall as required by the agency. INSPECTIONS: Cat for inspections as follows: A. When the footing has been formed, with the steel tied securely in final position, and is ready for the concrete to be placed. B. Where cleanout holes are not provided: (1) After the blocks have been laid up to a height of 4', or full height for walls up to 5', with steel in place but before the grout is poured, and (2) After the first lift is properly grouted, the blocks have been laid up to the top of the wall with the steel tied securely in place but before the upper lift is grouted. Where cleanout holes are provided: After the blocks have been laid up to the top of the wall, with the steel tied securely in place, but before grouting. C. After grouting is complete and after rock or rubble wall drains are in place but before earth backfill is placed. 0. Final inspection when all work has been completed. CONCRETE GROUT AND MORTAR MIXES: Concrete grout shall attain a minimum compressive strength of 2,000 psi in 28 days and mortar shall attain 1,800 psi in 28 days. All cells shall be filled with grout Rod or vibrate grout within 10 minutes of pouring to insure consolidation. Bring grout to a point 2" from the top of masonry units when grouting «f second lift is to be continued at another time. MORTAR KEY: To insure proper bonding between the footing and the first course of block, a mortar key shall be formed by embedding a flat 2X4 flush with and at the top of the freshly poured footing. The 2X4 should be removed after the concrete has started to harden (approximately 1 hour). A mortar key may be omitted if the first course of block is set into the fresh concrete when the footing is poured, and a good bond is obtained. WALL DRAINS: Wall drains shall be provided in accordance with Standard Drawing C-8. SOIL: All footings shall extend at least 12 inches into undisturbed natural soil or approved compacted fill. Soil should be dampened prior to placing concrete in footings. Revision i, /Jew Des. Notes Notes By ff Approved Date \7-S6 SAN DIEGO REGIONAL STANDARD DRAWING GENERAL NOTES FOR MASONRY RETAINING WALLS RECOMMENDED BY THE SAN DIEGO REGIONAL STANDARDS COMMITTEE Coorauutor ft.C.E. 19807 Oil. DRAWING p_7 NUMBER « ' H No surcharge loads within .his area for level backfill design. •Filter Material, 1" max. crushed aggregate, 4 cu. ft. per 4" dia. drain or 1 cu. ft. per ft. of open head joints. 4" dia. drain with 1/4" galv. wire mesh screen 8' • 0" on centers, or one row horizontally of open head joints. Line of undisturbed natural soil TYPICAL SECTION Mortar or cast-in-place concrete Finished ground line Vertical reinf. Grout filled block cells 9" 5 1/4" 12" block wall 8" block wall Horizontal reinf. thru bond beam block X 1 „„.1 £ {. — s/ — - — — , • ' ''?.'.'- J :J V sSLi >•:•••* ^ Vertical reinf. Top of footing CAP DETAIL 2" x 4" (nomi"3l) key —' KEY DETAIL NOTES: 1. All masonry retaining walls shall be constructed with cap, key and drainage details as shown hereon. 2. 4" diameter drain may be formed by placing a block on it's side. HECOMUENOED BV THE SAN DIEGO REGIONAL STANDARDS COMMITTEE Cooraiwoi fl C E 19107 DRAWING p Q NUMBER w-0 SAN DIEGO REGIONAL STANDARD DRAWING DETAILS FOR MASONRY RETAINING WALL Revision Note 2 By re. Approved 7/88 Date :-.: .1 bn £5 D a U C i! U II CM O 0 O fit T 1 M