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Home My WebLink About2767 VISTA DEL ORO; ; CB941139; PermitB U I L D I N G P E R M I T Permit No: CB941139 Project No: A94016U0 Development No: 10/03/94 16:08 1 Page 1 of 1 Job Address: 2767 VISTA DEL ORO Suite: 8914 10/03/94 0001 01 02 Permit Type: MISCELLANEOUS C-PRHT 109-00 Parcel No : 215-350-62-04 Lot#: Valuation: 8,500 Construction Type: NEW Occupancy Group: Reference#: Status: ISSUED Applied : 09/02/94 Apr/Issue: 10/03/94 Entered By : DC Description : R/R STRUCT MOVEMENT CAISSONS Appl/Ownr : CHRISTIAN BUILDERS 4656 BRIAR RIDGE ROAD OCEANSIDE, CA 92054 *** Fees Required Fees: Adjustments: Total Fees: Fee description *** 180.00 .00 180.00 619 941-5627 Fees Collected & Credits *** Total Credits: Total Payment s : Bal ance Due: Units Fee/Unit .00 71.00 109 .00 Ext fee Data --------------------------------------------------------------------------- Miscellaneous Fee #1 Miscellaneous Fee #2 * MISCELLANEOUS TOTAL 71 .00 109.00 • 71.00 PLANCHECK 109 .00 BUILDING 180.00 AL APPROVAL INSP. ~;z:...-DATE /0),/41 CLEARANCE 7 1 CITY OF CARLSBAD 2075 Las Palmas Dr., Carlsbad, CA 92009 (619) 438-1161 PI.AN CHECK NO. City of Carlsbad Buildire Department 2075 Las Palaas Dr .• tarlsbad, CA 92009 (619) 438-1161 t. PERM1T 1YPE From Llst 1 (see back) give code of Permit-Type: ____________ _ EST. VAL t. ? &'CJ PLAN CK DEPOSIT 7I VAIID.BY J;C DATE ----'---~-::-.,,..,,1/,~"=---:/sz,,_--:¥~ ---------------------·----------------------------------- For Residential Projects Only: From Llst 2 (see back) give 02 8498 09/02/94 0001 01 C-PRHT 71 -00 Code of Structure-Type: _____________________ _ Net Loss/Gain of Dwelling Units __________________ _ 2. PRQJECf INFORMATION Address ;7 ?I,? V/.f'T/; LJ&-L ~ding or Suite No. Nearest Cross Street LECAL DESCRIPTION toe No. Subchv1S1on Name/Number CHECK BEtl)W IF sOSMl 11 ED: □ 2 Energy ca Jes □ 2 Structural ca Jes □ 2 Soils Report □ 1 Addressed Envelope FOR OFFICE USE ONLY Onie No. Phase No. ~ 7i;::.. # / # ~ -<'A/ t;71)/.}J # OF BEDROOMS --Z. • ~ # OF BA TI-IROOMS I NAME (last name first) ADDRESS CITY STATE ZIP CODE DAY ~PHONE 4. Al'PUCANI OCON!RACIOR OAGENI FORCONIRACIOR OOWN£R£Nl F0ROWN£R u NAME (last name first) ,AN~c/l...SfJ~ '3 <N) ADDRESS 'J~{} .f'j/ ~A-/>1t>/ZA!: /"'NA="-:_ ;:T-l... r t> c ITY t/1Jrl'9 sTATE ~ zIPcoDE 72-c,,1.3 DAYTELEPHONE 6,1<? s-?1"-~Y-o s PROPERTY oWNER A / v / S ,1 -y L> v-• NAME (last name first)/V ()/<.r,. / r,£/L>/2.,e ADDRESS 7 ?P fYCA/Y.N>~ rrVC, -2...'JI -0 STATE eA-ZIPCODE ;:ltJg,3 DAYTELEPHONE (61~)S-9&'-S-1/~~ NAME (last name first) /. /3 • IJ . ADDRESS ~, S-6 /!3/2.JA/l.. /4,.()Ce /4o;9 o <:!///l.1.rr/r-'IA/ 8v-'?'1 c/4.S CITY l!>C ~,,,,,,,._,,_,.,,, .,o ~ STATE c..,,,. ZIP CODE DAY TELEPHONE 9'q/-$"'6 2 7 I " _;t STATE UC. #8.S"?'f.>t,1/ LICENSE CLASS CITY BUSINESS UC. # • 0£slGNER NAM£ (last name brsc) ADDR£ss CITY STATE ZIP CODE DAY TELEPHONE STATE UC. # 1. WORKERS' CDMPENsA'11ON Workers' Compensation Deciarauon: I hereby affirm that I have a cerubcate of consent to sell-insure issued by the Director of lndustnal Relations, or a certificate of Workers' Compensation Insurance by an admitted insurer, or an exact copy or duplicate thereof certified by the Director of the insurer thereof filed with the Building Inspection Department (Section 3800, Lab. C). INSURANCE COMPANY POLICY NO. EXPIRATION DATE Ceruhcace of Exemption: I cen1iy that in the performance of the work for which this permit 1s issued, I shall not employ any person in any manner □ □ □ so as to become subject to the Workers' Compensation Laws of california. a am exemp rom e s w or e o owing reason: I, as owner of the property or my employees with wages as their sole compen tion, 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.). 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: (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, commencing with Section 7000 of Division 3 of the Business and Professions Code) or that he is exempt therefrom, and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars [$500]). SIGNATIJRE DATE COMPLETE 1Als SECliON FOR NON-RESibENTIAL BUILDING PERMl'is ONLY: 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? □ YES ONO Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? □ YES □ NO Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? □ YES □ NO IF ANY OF THE ANSWERS ARE YES, A FINAL CERTIFlCATE OF ocx:uPANCY MAY Nar BE ISSUED AFTER JULY 1, 1989 UN1J'.SS nm APPUCANT HAS MET OR IS MEETING nm RF.QUIREMENTS OF nm OFFICE OF EMERGENCY SERVICES AND nm AIR POll..UTION OONTilOL DlSllUCT. 9. CDNS'IR0CIION LENDING AGENCY I hereby alhrm iliat there 1s a construcuon lending agency for the performance of lhe work for which lh1s permit 1s issued (Sec 3097(1) C1V1i Code). LENDER'S NAME LENDER'S ADDRESS to. APPUCAN I CER ilFICA:IION I certJty iliac I have read lhe applicauon and state that lhe above informauon 1s correct. I agree to comply w1lh all City ordinances and State laws relating to building construction. I hereby authorize representatives of the City of Carlsbad to enter upon the above mentioned property for inspection purposes. I ALSO AGREE 10 SAVE INDEMNIFY AND KEEP HARMLF.SS nm CTIY OF CARLSBAD AGAINSf All. UABIIITIFS, JUDGMENTS, CDSTS AND EXPENSES WlilCH MAY IN ANY WAY Acx:RUE AGAINSf SAID CTlY IN OONSF.QUENCE OF nm GRANTING OF TI-OS PER.MIT. OSHA: An OSHA permit is required for excavations over 5'0" deep and demolition or construction of structures over 3 stories in height. 0 CITY OF CARLSBAD INSPECTION REQUEST PERMIT# CB941139 FOR 10/18/94 DESCRIPTION: R/R STRUCT MOVEMENT CAISSONS TYPE: MISC JOB ADDRESS: 2767 VISTA DEL ORO APPLICANT: CHRISTIAN BUILDERS CONTRACTOR: OWNER: REMARKS: MW/BUD/598-5440 SPECIAL INSTRUCT: TOTAL TIME: LVL DESCRIPTION PHONE: PHONE: PHONE: INSPECTOR ACT COMMENTS INSPECTOR AREA PLANCK# CB941139 OCC GRP CO TR. TYPE NEW LOT: CD 19 ST Final Structural £ ____ _ ***** INSPECTION HISTORY***** DATE DESCRIPTION 100594 Ftg/Foundation/Piers ACT INSP AP TP COMMENTS 40 BAR DIA GAP #8 REBAR G.B. ' DATE: September 28, 1994 JURISDICTION: Carlsbad PLAN CHECK NO.: 94-1139 ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA 92123 (619) 560-1468 SET: II PROJECT ADDRESS: 2767 Vista del Oro PROJECT NAME: SFD Foundation Repair □ APPLICANT <8:!URISDICTION~ □ PLAN CHECK.ER □ FILE COPY □The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. D 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. D The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. IJ The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. D 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: Bud Anderson 770 Sycamore Ave., #J240 Vista, CA 92083 D Esgil Corporation staff did not advise the applicant contact person that the plan check has been completed. fil Esgil Corporation staff did advise the applicant contact person that the plan check has been completed. Person contacted: Bud Anderson Date contacted: 9/28/94 ( by: KC 0 REMARKS: By: Kurt Culver Esgil Corporation ci / w □ GA □ CM □ PC ) Telephone #: 598-5440 Enclosures: trnsmtl.dot •• 1 RECHECK PLAN CORRECTION LIST JURISDICTION: Carlsbad PROJECT ADDRESS: 2767 Vista del Oro DATE PLAN RECEIVED BY ESGIL CORPORATION: 9/20/94 REVIEWED BY: Kurt Culver FOREWORD (PLEASE READ): PLAN CHECK NO.: 94-1139 DATE RECHECK COMPLETED: 9/28/94 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 disabled access. This plan review is based on regulations enforced by the Building Department. You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department or other departments. The following items 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. 303 (c), 1991 Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law. 1. Please make all corrections on the original tracings and submit two new sets of prints to: ESGIL CORPORATION. 2. To facilitate rechecking, please identify, next to each item, the sheet of th~ plans upon which each correction on this sheet has been made and return this sheet with the revised plans. 3. The following items have not been resolved from the previous plan reviews. The original correction number has been given for your reference. In case you did not keep a copy of the prior correction list, we have enclosed those pages containing the outstanding corrections. Please contact me if you have any questions regarding these items. 4. 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 on the plans. Have changes been made not resulting from this list? □Yes □No recheck.dot Outstanding corrections: 4. The calculations assumed a "d" of 18 inches. Since this is measured from the COMPRESSION side of the beam (which in this case is the bottom of the beam), the rebar on the plans must be shifted. 6. b. The uniform load should be 1404 pit (not 570). This is 828 + 576, as shown in the response calculations. If you have any questions, please contact Kurt Culver of Esgil Corporation at 560-1468. Thank you. ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA 92123 (619) 56()-1468 DATE : Sep±e-m.b<.r 13, lCf'"l'i APPLICANT JURISDICTION: _G,.~a..L.r-l~s~h-a~dc,_ __________ _ □FILE COPY QUPS QDESIGNER PLAN CHECK NO: _...:..1 ..... '/:_-_;,/..._/ ..... "3'-9...,__ ___ __;S;;_;;E;;_;;T;._;:--=L=----- PROJECT ADDRESS: r;, 7t, 7 t//s/R de/ tJrP PROJECT NAME: S.Fb ,;::;;u,,Ad& t,p/L R<fu:~b: □ D D D The plans transmitted herewith have been corrected where necessary and subs tantially comply with the .jurisdiction's building codes. The plans transmitted herewith will substantially c omply with the jurisdic~ion's building codes when minor deficien- cies identified-,----,-----------are resolved and checked by building department staff. The plans transmitted herewith have significant deficienc ies 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 Corp. until corrected plans are submitted for recheck. The applicant's copy of the check list is enclosed for the jurisdiction to return to the applicant contact person. ~ The applicant's copy of the check list has been sent to: 8ud A-nd'<,.C'Se>f'.\. 77D $y ea mere.. l+ve. # J~'/0 J ~ Esgil staff did not advise the applicant contact person t hat plan check has been completed. O Esgil staff did advise applicant that the plan check has been completed. Person contacted : ------------- Date contacted: ---------Telephone ff --------□ REMARKS: ---------------------------- By:· ~rttJ/1/'fd: ESG~CORPORATION "'l!t.. Enclosures: ----------- □GA Den □Pc ... JURISDICTION: Ca c {:sbao( PLAN CHECK NO. : Cf 'f-II 3 'i Date plans received by plan checker: f/;,("l"f Date plan check completed: 9/13 fq'{ By: 4cf {1/ttGC PROJECT ADDRESS: .;; 7(p7 v,·s+4... d~I Oro TO: l$ uol l+ndl'LSt2fl PLAN CORRECTION SHEEI FOREWORD: PLEASE READ Plan check is limited to 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 disabled access. The plan check is based on regulations enforced by the Building Inspection Department. You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department or other departments. The items shown below need clarification, modification or change. All items have to be satisfied before the plans will be in conformance with the cited codes and regulations. Per Sec. 3O3(c), of the Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law. A. PLANS G 5, 4. Please make all corrections on the original tracings and submit two new sets of prints, and any original plan sets that may have been returned to you by the jurisdiction, to: To facilitate checking, please identify, next to each item, the sheet· of the plans upon which each correction on this sheet has been made and return this check sheet with the revised plans. Form No. PCS.4139O G 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 on the plans. Have changes been made to the plans not resulting from this correction list? Please check. _____ Yes ____ No ... Jurisdiction Gtcf-sha/4 D a t e 1 '( /2311 '1 Prepared bys K, c+C,,(,Hr VALUATION AND PLAN CHECK FEE □ Bldg. Dept. O Esgil PLAN CHECK NO, '11-/-1! 31 BUILDING ADDRESS ~7/p7 V,5-/-g dJ Oro APPLICANT/CONTACT 8, /).ndttr:5,,n PHONE NO. 5 9' $-'-S '110 BUILDING OCCUPANCY R3 DESIGNER PHONE ------TYPE OF CONSTRUCTION -------CONTRACTOR PHONE ----- BUILDING PORTION BUILDING AREA VALUATION VALUE MULTIPLIER F;;t.A.Ad.~ t!'cln K:.Pfl«/r 8"'5oc:, ' L t!-sf. ) .. Air Conditionin~ Commercial @ - Residential @ Res. or Comm. Fire Snrinklers @ Total Value &soo Building Permit Fee $ ___ _ $ 10 8'. 00 Plan Check F e e _$:;__ ___________________ $'--_7_0_, _;i__o __ _ COM MEN TS._:----------------------------- SHEET I OF ! ---12/87 ) GENERAL ANALYTICAL LABORATORIES 12265 San September 30 , 1994 World Trade Drive Diego, California • (619) 451-0713 FAX (619) 451-2783 CLIENT: Ms. Audrey Nor ris 2767 Vista Del Oro Carlsbad, Ca l ifornia 92008 Suite E 92128 SUBJECT: Plan Check Corrections for Esgil Corporation PROJECT: 2767 Vista Del Oro La Costa, Cal ifornia Dear Ms . Norris: Enclosed please find additional plan check corrections which were required by Esgil Corporation. These corrections were discussed on telephone with Kurt Culver. The corrections are addressed as follows: 1. The design of the horizontal beam which transfers the reaction from the grade beam to the caisson is provided with the tension steel detailed at 18 inches from the bottom of the beam. 2. The load on the grade beam has been recalculated as requested. Th is re-calcul ation resulted in the increase of the lower steel in the beam from #5 steel to #8 steel. The above changes have been noted on the attached plan. We appreciate this opportunity to be of Professional Service to you in this matter. If you have any questions regarding thi s information please contact us. Respectfully Submitted, General Analytical Laboratories . I ...... CALCULATIONS FOR REINFORCED CONCRETE BEAM DESIGN DATE: 30-Sep-94 PROJECT: 2767 Vista Del Oro Grade Beam Design load length beam width depth concstr stlstr INPUT DATA: WU= L= bw= d= fc = fy = 1.4 KIPS/FT 19 FEET 24 INCHES 20 INCHES 2000 PSI 40000 PSI CALCULATED DATA: SHEAR Vu= pvc = pVc = Vu, at d from end Max. shear carried 13.30 KIPS 76.03 KIPS 36.49 KIPS by stirrups pVs = 10.97 KIPS at face of support -25.53 KIPS TENSILE Mu= 63.18 FT-KIPS an= 2.67 As= 1.18 SQ. INCHES USE 1.57 SQ. INCHES for tension. 2 #8 BARS, TOP AND BOTTOM Check table SHEAR 5.1 for allowable spacing of #3 stirrups Maximum spacing= 10.00 inches USE #3 TIES AT 12"