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Home My WebLink About2480 JEFFERSON ST; ; CB881258; Permit10 0 hereby"átfirm that I am Ilcense under thproieione of Chapter 9 (commencing with 'of 'Dlvlston'3orthe cc I'S.tI'n 7000) Business ind Professions Code, and my license sin ' lirehbbaIIirin'that am -ex empt lrom'tli'Couti tor,s LicenseyLdw or the following reason (Sec. 7031.0 -,..Business and Professions Code: Any city or county whicti.re'- to improve, demolish, quires,&perrnil construct, alter, or ,7 repair any Structure, prior to its issuance also requires the ap' plicant tor-sucfr permit to tilea signed Statement that he is licensed pursuant to the tlrovisions 01 the Contractor's , 01 the Business and Prolensions Code) -of that ise'n14 tirom and the basis for lhe'alleen exemption. Any Section 7031 :50y an applicant loLa permit'sub', pplicant to a-civil penalty 01.001 more than live hun- -,- died dollars ($500). . ;'ll7au0'Oi'0l the pr or nipioyees with wages ' L,, as their sole compensation.wiIl do the work, and the struc —'lure is not-intended or Offered lot sale (Sec. 7044Business''P, .Jt.t.tand Prolessio. C nsode 1heCdntraclor' s License 'Law boes 1,n noi.apply to an_ownbr 01 properly who builds'nr iniproves..... -, ,.410e,reo,n.aed,who does such work himself or through his own i4 . bvemployees,provided that such improvemeAls are not intend' '-' 101 "edorollered (Or s'ale.',il, however,' thebuilding or imp'rove ' Z ment is sold within one year of nmpletion,r the owner'builder L/ It ,...wiIl.have the,barden 01 proving ihal he did'nut build or im, O prone for the purpose 01 sale). lj'l'à'soW'nAr'ot thb Pr rlyTä"Anlus(elycAntraciiog v. bwithlitbnsed contractors to conslruct'tfie.projecl (Sec. 7044, - -.--. Business and Professions Coder-' The Contractor's License - - - 4' L'aw does not,apply to an oWner,ot pioArfy who builds orrind'..,(j' proves thereon: and who contracts for each projects With a U) cdptrAclor(s) ,license pursuant to the Contractor's License Z .. ')fLaw..f y r-L i I- r -I'1,Asa homeowner lam improving iny home: andthetu0ow' cc .J. 4 L king onditi0n5 exist:A oVyu '-e'-.-. 4W t-'The work isbeing performed prior to sale'?' 2. I have lived, in rny, home for twelve months prior. to completion oI'lh'Is,work....,., L __._._ 101 3. I have out claimed this exemption during the last three years, —. O, lameaemptunder,Sec.) '"B r :&P.C. - _tor this reason. Hb ; D 'J hereby allirm that Ilsaveacertificate of consent to sell s en aceticateolirVo ken Compensatonln I surance. or a certitied copy thereof (Sec. 38,00.- Labor Codel' / . POLlcvñoL!_.,. hj.v,.uP '3Copyistiledwiththemty.i,tt : - Certified copy-in hereby turnisIred'-' - ' 100 rt.ityStt 4 ry u-sv.' &v ('F CERTIFICATE OF EXEMPTION FROM U, f WORKERS COMPENSATION INSURANCE " U) ,,, (This sectinrreed not be completed if the permit cc is for one hundred dollars-($100) or less) -'-" - - lAO I,' 4 '1 4nk f :19 r%J.Dll cirtily.that in the performance 01100 work for which cc thin permit is issued. I shall not employ any person in any' 0 manner so as to become subject to the Workers' Cumpen. sation Laws of Calilornia. - - --' -k x.'. r 1NOTICE'TO APPLICANT:i- If, after i making this Cer 1- tific ate ' ',of Enemption. you should become subject to the Workers' I (CompAri'satidn' provisions ol'the,Labor Code, you Tnust I - lorlhwith comply with such provisions or this permit nhat - r ?rc - _D thereby, affirm that there is a construction lending fagency for the berformance 01 the work for which this per. O I .....rnit is issued (Sec3097. Civil Code) ZI 'e0' h( WI Lender's Name _, - , b-.-5 I— — -..-------' L Lender's Address_______________________________ Ji USE BALL'POINT'PEN ONLY & PRESSHARD -- APPLICANT TO FILL IN INFORMATION WITHIN SHADED AREA AND DECLARATIONS. i-.- -------------CARLSBAD 'BUILDING DEPARTMENT - APPLICATION & PERMIT - ._L- .975.,as Palmas.Dr., Carlsbad, CA 92009-1915 (61.9) 438-1161 b . ., • - _. _.._. . _L____.. - JOB ADDR S " AV. ST. RD. THOMAS BROS NO. - DATE OF APPLICATION BUSINESS LIC NSE A VALUATION PERMIT NUMBER - // 7Sf' _____________ ji1'f 757 ZONE - VDIVISION I ;oN;; OWNERS ME - 4in,_ I CONTRACTORS ADDRESS - • . \TE LICENSE NO. . - BUILDING SO. FOOTAGE on!w OWNER'S MAILING 3ORESS /0, DESIGNER - DESIGNERS PHONE DESCRI DESIGNER'S ADDRESS k STATE LICENSE NO. /7(0 i7 2-e cA F FL R ELEV. I NO /P - - - _i, • ,. -I . - .STORIES h- OC GP EDO — ..-_- — - -.---. .-.-..---- ------- YO NO: ---, CENSUS TRACT PARKING SPACE.. RES UNITS - GRADING PERMIT ISSUED TREDEVELOPMENT... .., _-. TVPIL/ - -FIRE SPA REA 0CCLOAD c/ ________ oD N vD N - vO rvD 2932vof1VtP7ftmtftcV!ffffd w). 7. 1 4 .PLUMBING PERMIT. -.ISSUE 7(5O OTY. MECHANICAL PERMIT,-lSSUE - . .- - SUMMARY/ACCOUNT,NUMBEd!m 600-C -EACH FIXTURE TRAP- - — --' - - - . ........L... INSTALL F,URN. DUCTS UP TO '100.000 BTU. - BUILDING PERMIT 001-810-00-00-8220 - EACH BUILDING SEWER ,,. OVER 100 000 BTU SIGN PERMIT 001 810-00-00-8221 :EACH WATER HEATER ANDiOR VENT - BOILER/COMPRESSOR UP TO 3 HP - , - -- PLAN CHECK . 001810r00-008891 - - EACH GAS SYSTEM 1 104 OUTLETS . ' BOILER/COMPRESSOR 315 HP ' - TOTAL PLUMBING 001-810-00-00-8222 EACH GAS SYSTEM SOR MORE ' METAL FIRE'PLACE', --, . T -' ELECTRICAL 001,810:00.00.8223 c',.. EACH INSTAL'ALTER, REPAIR WATER PIPE , VENT FAN SINGLE DUCT - .' - ..- ..... MECHANICAL -- -' 001:810'00r00-8224 - • EACH VACUUM BREAKER - '' ''e'.t. MECH'EXHAUST H000!DUCTS - MOBILEHOME 001-810-00-00-8225 --WATER SOF-TNER — - . - - , - RELOCATION OFEA'FURNACE/HEATER ' - -. SOLAR "' 061810-06-00-8226'' ' 5EACH ROOF DRAIN (INSIDE)------, ' t - 7T DRYER VENT ' - - STRONG MOTION 880519-92-33 .5 TOTAL MECHANICAL I -- , • - - - ' -. - 4 I - - .3.•. - FIRE SPRINKLERS 001-810-00-00-8227 TOtAL PLUMBING - i [ - ' - ---PUBLIC'FACILITIES FEE - 320-810-00-00-8740 QTY. • ELECTRICAL PERMIT. - ISSUE - - '.. , — QTY. I BRIDGE FEE 360-810-00-00-8740 ' - MOBILE-HOME SETUP I - -' PARK-IN-LIEU (AREA 'NEW CONS'T-EA'AMP'SWl-BKR- — -. - - -. -. - .: .; CAR PORT - -- - -. -'-- .- ' -' -- --i--'- —n-'TIF ' - -312-810-00-00-8835.. -- - ---- 1PH - -- , -3PH---. ' - .'. ..-, AWNING • ' LA COSTA TIF 311-810-00-00-8835 ,E(IS1,BLDG EA AMP/SW.T,'BKR.. ._o) - - .' , c - GARAGE FMF ' 1 PH , - , 3 PH 0. ot.r"r , , ,.,j, ,•, . - • ' - - LICENSE.TAX... .,..001-810'00-008162 REMODEL -ALTE R PER CIRCUIT .. ' '-: - . _ . ' MFF , 880-519-92-57 TEMP POLE 200 AMPS , 0yER 200 AMPS - :TEMP OCCUPANCY (30 DAYS) - , . ' n' i ' 1 . • . - —. - - --- --.. " - CREDIT DEPOSIT O, < 10TALELEL1Ri(AL I 4 '4 - eteTDTA( , -TOTAL FEES PAY ABLE - a .a. tOO xx 1 HAVE CAREFULLY EXAMINED THE COMPLETED "APPLICATION AND PERMIT" AND DO HEREBY Expiration. Every permit issued by the Building Official under the provisions of this AN OSHA PERM:T IS REOUIRED FOR EXCAVATIONS OVER Code shall expire by limitation and become null and void If the budding or work CERTIFY UNDER PENALTY OF PERJURY THAT ALL INFORMATION HEREON INCLUDING THE 50" DEEP AND DEMOLITION OR CONSTRUCTION OF authorized such permit is not commenced within 180 days from the date of such DECLARATIONS ARE TRUE AND CORRECT AND I FURTHER CERTIFY AND AGREE IF A PERMIT IS permit, or ilrthe building Or work authorized by such ermit suspendecir STRUCTURES OVER 3 STORIES IN HEIGHT ISSUED: TO COMPLY WITH ALL CITY. COUN1Y AND STATE LAWS GOVERNING BUILDING CON abandoned at any timeafter (he work ommenced for a pen - 01180 days, STRUCTION. WHETHER SPECIFIED HEREIN OR NOT. I ALSO AGREE TO SAVE INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS. COSTS APPLICANT'W'9NAPE .e'7 . OWNER/CONTRACTOR WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE G EXPENSES 0 APPROVED BY -' - DATE i/i BY PHONE 0 --O,/ / RANTING OF THIS PERMIT ,9.__.4.rwp CALL FOR FINAL INSPECTION. WHEN ALL APPOPRIAIE 4TFMR APO VP.HAFRFMAPRVFIT -. FINAL -• PLUMBING'. . \:•.;t:\ _______ ELECTRICAL ELECTRICAL MECHANICAL*. GAS BUILDINGa. SPECIAL CONDITIONS TYPE - DATE INSPECTOR - BUILDING FOUNDATION REINFORCED STEEL MASONRY GUNITE OR GROUT SUB FRAME LI FLOOR , El CEILING. 4: - SHEATHING LI ROOF 0 SHEAR—t, FRAME - - - EXTERIOR LATH '- - INSULATION.: INTERIOR LATH & DRYWALL -- - .-... •--- - • PLUMBING El SEWER AND BL/CO LI PL/CO UNDERGROUND E1WASTE DWATER — TOP OUT: LI ,WASTE •.. LI *ATER.. TUB AND SHOWER PAN GAS TEST . •— - E3 WATER-HEATER .O SOLAR W\TER —. ELECTRICAL -. 0-ELECTRIC UNDERGROUND .. 0 UFFER ROUGH ELECTRIC o ELECTRIC, SERVICE. LI TEMPORARY— .- -.---' O BONDING D POOL. •: r ______ ________ - N :MECHANICAL.', DUCT & PLEM., 'O 'REF. PIPI.JG HEAT — AIRCOND.SYSTEMS VENTILATING SYSTEMS .5! 4 FIELD INSPECTION RECORD , REQUIRED SPECIAL INSPECTIONS - - ' INSPECTOR'S NOTES * INSPECTION REQ. IF INSPECTOR'S DATE . . . - . . - CHECKED APPROVAL - — SOILS COMPLIANCE . . - PRIOR TO" - y - -- ..--- - - - -- - - . - - .-FOUNDATION.INSP— -- STRUCTURALCONCRETE - - -. OVER 2000 PSI PRESTRESSED_. _, _•___a_.,.__._._.____•.. ;_.. - 'CONCRETE POST TENSIONED CONCRETE- - ___________ ____ ----.-•- ..----_--- a----.. . FIELD WELDING a:.. . •- -•- --. - - HIGH STRENGTH '-- P - . . .-:•... , . . BOLTS --.\ .-'-'- --•'• ------ SPECIAL MASONRY - — - .---. PILESCAsor,js — — - I — — \ — ., foa QOO.aOQ - ,.)C's.l.. i4. .a ! VV -,R V,4,• - . ________ a -,,. - • .:-.-\ - - I - •.:. - -,---- .. - - .. -S 7. --•_1 ' .- -. a•—• -. 5-..... - — - •,_• , a. -..' :.t' .':i.j'S - DEVELOPMENT PROCESSING SERVICES DIVISION I 2075 LAS PALMAS DRIVE CARLSBAD, CA 92009-4859 1 (619) 4381161 MISCELLANEOUS FEE RECEIPT Applicant Please Print And Fill In Shaded Area Only S S S S -, _4S • 44.4. '.5 .5 . ADDRESS de-gew-.~pj' PLAWID Nb H-- ASSESSOR'S PARCEL No. 2T5..ià(4 LAi.-> e 1971 09'20/88 0001' 01''05 OWNER . , ,# '- Misc ' 340.00 OWNER'S L MAILING CI ADDRESS /0 'P0 (2x t&cl - .5 .5 5 / VALIDATION AREA CITY ZIP CONTRACTOR ESTMATED VALUATION 210 S .: ., •: - • CONTRACTOR'S MAILING vo t9)( { b41 PLAN CHECK'FEE ' ,00.81000-OO-8821 -. S . . . ADDRESS I IF THE APPLICANT TAKES NO ACTION -. •. o-' WITHIN 180 DAYS, PLAN CHECK FEES CITY O-.r\"b4 ZIP TEL.7Zq WILL BE .. 4• ' ' ' STATE. . BUSINESS LICENSE NO. LICENSE NO. 2-. 6 SUBDIVISION LOT(S)_____________________ I I 8 LEGAL DESCRIPTION . .5 .5 . . . s . •' 'CHECK IF SUBMITTED:; IL S-iENERGYCALCS ' jJ 21987 ENERGYCALCS.. FOR NON RESIDENTIAL BLDGS DESCRIPTION OF WORK iSLdLhHOtJ 'dO 2 STRUCTURAL CALCS 4J ..dL 2 SOILS REPORTS 79 z'_ 2 SELF ADDRESSED ENVELOPES L q 5 4R.e4_ DATE GIVEN/ / SENT TO APPLICANT DATE 40, CONTACT PERSON ' - LA COSTALEUER ADDRESS f? 1124-I SCHOOL FEE FORM CITY t3bf1b2S... ZIP 4? E CORRECTIONS.LIST, -i -•' (-'4;' ,. , , • • __- . . ... CERTIFICATE OF OCCUPANCY . * 4 . . . .. - APPLICANT'S SiGNATU ,t44J DATE .5 •1 ' - *• • S , White - File '. eIIw -Applicant -Pink - Finance •, Gold'- Assessor 5 ' ' - FINAL BUILDING INSPECTION PLAN CHECK NUMBER: 8$-12!8 DATE 3-24-89 PROJECT NAME-': S ADDRESS: 2480 Jefferson Street ' PROJECT No:: UNIT NUMBER: PHASE NO.: AL TYPE OF UNIT 1tiOflj SFD NUMBER OF UNITS lo co CONTACT PERSON: Barbara tic fib CONTACT TELEPHONE 729— ILNG, 3LDG, ENG, WATER, FIRE 4.1 INSPECTED DATE ,- - BY INSPECTED / / APPROVED V DISAPPROVED INSPECTED :'• DATE BY: INSPECTED: ___________ APPROVED _____ DISAPPROVED INSPECTED-'DATE BY '_" INSPECTED:, APPROVED: DISAPPROVED. COMMENTS 'S L , 24 / / S S ' / .5 5 5 55 Rev. 1186 WHITE Suspense BLUE Water District GREEN Engineering CANARY Utilities PINK Planning GOLD Fire S 't ''•'''' S S• S , 5 , - S FINAL BUILDING INSPECTION S . 0• • 0 0 PLAN CHECK NUMBER 88'1258 DATE 3-24-89 PROJECT NAME ADDRESS 2480 Jefferson Street PROJECT NO.: UNIT NUMBER:.: 0• PHASE NO.: 0 TYPE OF UNIT Addition tOPD NUMBER OF UNITS CONTACT PERSON liarbara . . 0 0 0 0 : 0 CONTACT TELEPHONE 779-1966i .PLNG, I BLDG r. ENGo WATER, FIRE'.1 :.. BY:INSPECTED DATE. SPECT ED _ APPROVED DISAPPROVED • INSPECTED DATE :-BY.: _._S INSPECTED: S APPROVED '. DISAPPROVED . • F p INSPECTED - DATE BY INSPECTED APPROVED _____ DISAPPROVED . . S • 5 S - 0 0 •, ..• . ( COMMENTS 0 0:5 5 • / F •• • S •• 0 .• S • S * S. 55 4. -F. r ( S •/ . S 4 , • S S S - .. • 5 .5. 0 • . : 5 ... O 5 ..S S S • 0 5 O o F. . . . • • 0 • S S * S J__> r , Rev. 1/86 WHITE Suspense BLUE Water District GREEN Engineering CANARY Utilities PINK Planning GOLD Fire S .0 5 0 0 5 - 0 •• 0 O 5 0 :. 55 5 :. •,,. 0 0 .:. • * • V 1 V • V •. FINAL BUILDING INSPECTION V PLAN CHECK NUMBER 84S9V . DATE: 3249 V PROJECT NAME: V ADDRESS: 2490 Jff PROJECT NO.: UNIT NUMBER: _________________ PHASE NO.: V TYPE OF UNIT: '-.AdaJin V V fl PtL.NUIIBER OF UNITS: CONTACT PERSON: V V V V CONTACT TELEPHONE: V f) LNG, iNd, WAVERt FIRS INSPECTED DATE 7J ,J I V - BY: V INSPECTED:'1 2-d1 APPROVED ISAPPROVED V INSPECTED V'DATE •• V • V BY: INSPECTED: . APPROVED ______ DISAPPROVED • V ' INSPECTED V V DATE V V V V V BY: INSPECTED: ___________ APPROVED V DISAPPROVED V V COMMENTS: • V V I V • V V C V • V • VV - V Rev. 1186 WHITE: Suspense BLUE: Water District GREEN: Engineering CANARY: Utilities PINK: Planning GOLD: Fire . • FINAL BUILDING INSPECTION 0 0 ..PLANCHECKNUMBER: 88-1258 0 DATES 324R9 0 1 - 0 •0• - PROJECT NAME : 12480 Jé-fferon Street 0 0 PROJECT NO UNIT NUMBER PHASE NO TYPE OF UNIT:,Addition tn SED NUMBER OF UNITS CONTACT PERSON Rarhar CONTACT TELEPHONE: 77q_qfc PLNG, BLDG, ENG, WATER, FIRE NSPECTED I BY: ,DATE ' INSPE,MAR 1989 CTED: 27 APPROVED /DISAPPROVED INSPECTED 0 •'• 0 DATE 0 0 BY: 0 0 • INSPECTED: • 0 APPROVED DISAPPROVED 0 0 INSPECTED DATE 0 •: :- BY: 0 0 INSPECTED: APPROVED . DISAPPROVED 0 0 0 - Costa Real Municipal Water District COMMENTS Engineering Department 671,9).438 3367 / 0 r .-• 0 ••• • 0 0 •• '0 / 0 • • •• 0 0 00 • 0 •• • o • • 0 0:' • Rev. 1/86 WHITE SuspenseBLUE Water District GREEN Engineering CANARY Utilities PINK Planning GOLD Fire FINAL BUILDING INSPECTION PLAN CHECK NUMBER 88-1258 DATE 3'24-89 PROJECT NAME ADDRESS: 2480 Jefferson Street . PROJECT NO UNIT NUMBER PHASE NO TYPE OF UNIT Addition to SFD NUMBER OF UNITS CONTACT PERSON arbara CONTACTTELEPHONE 729—Q6 PLNG;. BLDG, ENG, WATER, FIRE : INSPECTED / DATE BY: . . INSPECTED: APPROVED ______ DISAPPROVED INSPECTED DATE BY INSPECTED APPROVED ______ DISAPPROVED INSPECTED DATE BY INSPECTED APPROVED ______ DISAPPROVED COMMENTS Rev. 1186 - • WHITE: Suspense- BLUE: Water District GREEN: Engineering CANARY: Utilities PINK: Planning- GOLD: Fire ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA 92123 ' •' ": (619)5601468 DATE: CT' - c;'1' .. ' 0 :APPLICANT ION JURISDICTION: 'C .,L CKER, FILE COPY " PLAN CHECK NO: 'CP.\L38 SET: -M EJUPS • •0• ODESIGNER PROJECT 'ADDRESS: t -o " " • ' ' PROJECT NAME DR1. ( (;kAc '.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 deficien- - cies identified 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. D The check list transmitted herewith is for your information. The plans are being held at Esgil Corp. until' corrected • plans'-are submitted br recheck. D The 'applicant's copy 'of the check 'list is enclosed, for the • jurisdiction to -return to the applicant contact person. Li The applicant's copy Of the check list has been sent to: Esgil staff did not advise 'the applicant contact person that plancheck has been completed. fl Esgil staff did advise applicant that the plan check has' • been completed. Person contacted: , - 0 O • Date contacted: _, • • Telephone #_______________ • REMARKS: 'St_ - 'e4'a (0.cZ otcoX') • S<c By: 0 Enclosures: •NS pO) • ESGIL CORPORATION , ' •.' - ' ' 0 • , 0 ESGIL CORPORATION 9326 CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA. 92123 (619) 560-14-68 DATE ocr..... APPLICANT URISDT5ION.. JURISDICTION: CV 'PtWC1ECKER - []FILE COPY PLAN CHECK NO: C.ez)_ SET: (Ii) - •- ODESIGNER - PROJECT ADDRESS 40 erS 5T PROJECT NAME:.SFP,' E 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, D with the jurisdiction's building codes when minor deficien- cies identified * -- 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 résubmittéd 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. . . . . . fl. 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 L4 C Esgil staff did not advise the applicant contact person that plan check has been completed. '• . Esgil •staff did advise applicant that the plan check has - been cornDleted. Person contacted: Date contacted Telephone #_______________ REMARKS: ' , - , PcDTTc FjTPli-e..if"t2r () çr C. E) Zero twe oaa in Voo:iMSS .. .— - Ot&3 frer &-LcYs.) " .'-a (?ia CA-c:1,1rt4 _e. - .t i r. ol kJI v,c_) wi-- -•)-' 7P'4 P. zo 4 ti_(c's. ')'5 o'tJ'- Po,t o2 7 7ietd.s 1 Th,vi it ) . ( lot, _d) P~PC..4i wh4tJ1Arf.15 -1 LVf'ier, k,7Z1'tr, r<j&LL ' rve-d '•e. 15 / _______ I5 6e A ri' 1<i r#41ri i'( 0t1) ctC& - Fry •u)ei, e.y- T Cl wl '- (\t.'-. 2-1 pr 41r- .3/5 (Pr1tt F=Fo~ b i C ¶o çb c c e - 0.- p/4 ( , jURISDICTJON Is Date Io-q—_ 'ROjECT ADDRESS: TO: ,r'Dk.S Wor' Poôx - p Ca -qAoDf PLAN CORRECTION SHEET Dian check No. LID 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 access for the handicapped. 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 circled below need clarification, modification or change. All circled items have to be satisfied before the plans will be in conformance with the cited codes and regulations. Per Sec. 303 (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 Please make all cor:ection3 on the original - tracings and submit two new sets of prints, and any original plan sets that may have been returned to you b the jurisdiction, to:&5J 'i, PeAAc.4_ To facilitate rechecking, please Identity, next to each circled 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. The following items have not been resolved from previous plan reviews. The original correction number has been given for your reference. Please contact me if you have any questions regarding these items. Date plans received b; plan checker__________ Date / plan check completed i )_hiL.12 By / N sar cTt¼ v C y y & 2..Pt I c4f CTD p p c ) (pI __ Oa n 14,(A-T,T. UP9O ) C t- . t/aTZ( 2) PPr Pe s 'ivsT b( i'-s7ZiL r '7T uç cc. a.is4 '- a._s CaJL ac ocs oc— — 5o L+ Log H 1 - II 4 DateiI0 _42 Jurisdiction cAILacL - Prepared bYl 4 13 Bldg. Dept. VALUATION _ANDPLANCHECKFEE - 9—sgi1 PLAN. CXECKNO.'b - __--) (I) ;. ... - . BUILDING ADDRESS ?496 _J APPLICANT/CONTACT PHONE NO 7q_- BUILDING OCCUPANCY - ____- DESIGNER PHONE TYPE OF CONSTRUCTION CONTRACTOR. PHONE 1 ENGINEERING CHECKLIST 1 - F 4 LEGEND Date:Item Complete Plan Check No 3/Z58 - Project Address:.,2a) 1P lncornplete - Needs iTr • Project .Name: /A,.,q.Od1lO V V Field _Check Date 1, 12,".3 . Number in circle V V• .. . : indicates plancheck V V .. .By: _r number, that deficiency VV V;. V was identified LEGAL, REQLJlREMENTS1 V > > > . • Site Plan V V . W -W a) V V -. V . 1. Provide a fully dimensioned site pIan draWn to .scale. Show: North tl i-i Ii r-i arrow, property , lines, easements, existing and proposed V structures, streets, existing street improvements, right-of-way, V width and dimensioned setbacks. V V V - - . •• V * •V-. - V ., 2 Show on Site Plan Finish floor, elevations, elevations of finish FJ El grade adjacent to, building, existing topographical lines, existi'q V and proposed slopes, driveway and percent (%) grade and drainage / .. V.. -patterns . •. V • V V 3. Provide legal description of property. - . • Provide assessor's parcel number. PERMITS REQUIRED Grading E - V E I Grading permit required (Separate submittal to Engineering V * • . V V Department required ,for Grading * Permit). V V V •V• - V , V V •• 1.. E 6i grading plans in plan check PEED ___________ E D 7 Need the following completed prior to building permit issuance Ed U LI A Grading plans signed B Grading permit issued C Grading completed D Certification letter, and compaction reports submitted El F - E Grading inspected and permit signed off by City Inspector S E 5 8 Right-of-Way Permit required for work s in public right-of-way (e g., driveway approach, sidewalk, connection to water main, etc) 5 5 9 Industrial' Waste Permit application required To be filled out V 2 . * * V completely .and returnèJ to Development Processing.- V * VI_ * - . V • V • V • * - - * V . I •V . •• * V - - - 1 - 'S 2 ., . I . •' .' • ,_.5 .5 . . . '-.5 1 - -S , S - '.5, ..,. •575, 4 'r . , ..,. 5_ - , . I . . . 5'1 .5 4 45 .5 -, •- S * 4 -7 . I. - . S FEES REQUIRED 'S 1O Park-in-Lieu fees required Quadrant.: T, Fee Per. Unit:' '.r , Total Fee:'T- 11 raffic ::rit_fee_required Total Fee - .12. Bridge andThoroughre fee réquiréd. Fee Per Unit , Tota V Fee LEt' L1 13 Public facilities fee required 0 14 Facilities management fee required ' Fee - LJ .15. Additional EDU's required: Sewer, connection fee —Sewer (érmit no 16 Sewer lateral required ;REMARKS: ' -- S.. . . - ._ -4 -. . . S - - . -S , , - .7 - * ! .. - I • * 0,, -. .. - . - . . -. ' - -I -. 7 S. -. .5 I * • -S • 5.'• 5 - 5- .5 - . - 0 K to iss nate If you have' any qustions about any of the above items identified on this plan check, please call the Development Prodessing Department at 438-1161 -. - -S • ...': - - . - 5. '' ,..'..- . - . , . •. . ••. ' •_• 7 ,_ '••. . . - • ' • . S 7 •, I S • - -S '_,, ' •_ - S I . - - . -. 5, . , S...-- : ' . - -. - S 1 -• - 5 ...''S - .5 4 - . .. . - I -- 1., 4 4 4 4 4- - 4 •5 . - -' 4 ... ._ •4.4 - . . S •. S .4 55 . . 54 _S 4-! +. * . - 0_• 0 S . 0 * -_ .. _ 0 .. - S. S S S .• 0 0 . S _ -, 41 5_* • 5 •• *5. • . .5-, 5 5- 5 - S • S. S . 4 S ,•• S . - - - - PLANNING CHECKLIST S S _ 5 •• - S - •- I. Plan Check No 881258 Address 2f5) c5 y - Type of Project and Use.. Zone f -3 Use Allowed.? YES b( NO ci Setback Front og Side O/J Rear O)( Facilities'Management Zone School District San Dieguito Encinitas Carlsbad San Marcos EE?1 fl Dl Discretionary Action Required YES NO:-A- Type Dl ' Environmental Required YES NO Dl Landscape Plan Required YES NO :CommentsJr iDl 0 Dl Coastal Permit Required YES NO LI Dl LI Additional Comments - S.- • -. . . - . 5 - '. *. • 4. . S 5 -1 -. .0 - S - , • 50 . .5. ,• . - -S 5 _ S - - 0. S .5 - . • 5 •i_ -S , S 00, 0 -. OKTO lS =__4 DATE / A.P. Belfast, Consulting Engineer 2046 Redwood Crest Vista, California 92083 phone: (619) 727-2060 B.A. Worthing, Inc. September 18, 1988 P.O. Box 1041 Project No. 884310 Carlsbad, CA 92008 SUBJECT: Soil Report, Proposed Residential. Addition, 2480 Jefferson Street, Carlsbad, California I - Gentlemen: As authorized in our recent 'telephone conversation, this report presents the results of a soil reconnaissance performed at the. subject site. It is understood that the proposed project will involve the construction of a two story, wood-frame addition to the existing single family residence. The addition will consist of-a lower, three-car garage, and an' upper master suite.. A portion of the existing structure will be demolished to allow for the driveway to be. extended to the new garage. The site con- figuration and location of the proposed structure is shown On the following Figure 1. The purpose of ithjs report is to -provide geotechnical criteria for the site preparation and the design of the proposed struc- ture. The recommendations contained herein are based on a surface reconnaissance, subsurface exploration, laboratory testing, and professional experience in the general site area.. Design values may include presumptive parameters based on professional judgement.. . SITE DESCRIPTION The project sit6 consists of a rectangular-shaped lot about 50 feet wide and about 107.5 feet long. It is located in an es- - tablished residential subdivision and is bounded by developed I I 2480 Jefferson Street . . , . Project No. 884310. September 18, 1988 .' , . Page 2 I residential lots to the north, south, andeast; and Jefferson Street to the west. A wood-frame residence exists near the 1 center of the site Drainage is accomplihed by sheet flow to the west across the nearly level site. Vegetation existing on the site consists primarily of lawn and several trees. l r suBsuRpAcE CONDITIONS I The site is underlain by consolidated sands of Pleistocene age terrace' deposits. These materials are exposed 'very, near the I surface in the area of the proposed addition. They are covered by about 0.5 feet of topsoil disturbed by landscaping. The foundation soil, as. revealed in the subsurface explorations, consist of red-browr, damp, medium dense to dense, silty, fine I grained sand The material is nonpiastic and is considered nonexpansive. . The consolidated sands-are' considered suitable to I ' support' conventional shallow.. foundations. . . I .Groundwater:. Shallow groundwater or groundwater'seepage was not. encountered in the subsurface explorations. Groundwater' is expected to be below the depth of foundation influence in the I ' proposed building area. It should be recognized that excessive irrigation on the project site or on adjacent sites can cause a I ' ' perched groundwater conditions to develop at some future date. This typically occurs at underlying contacts with less permeable materials. 1 I , I .. I I I I 2480 Jefferson Street • Project No. 884310 Se ptener 18, 1988 Page I I RECOMMENDATIONS General Discussion No geotechnical conditions were apparent at the site which would preclude the proposed development as plan- ned, provided the recommendations provided herein are complied with.. Soils related site constraints which would cause potential construction delays are not expected. Conventional shallow foundations are considered suitable to support the proposed structure. Only minimal site preparation is considered neces- sary. subgrade' Preparation: Areas to receive,structures, pavements, or' structural fill should be stripped of any vegetation and-highly organic topsoil. The stripped material should not be incor-' porated into structural fills. It is. estimated that the organic topsoils will be approximately three inches deep. After topsoil removal, the exposed ground should be 'scarified to adepth of six, to 'eight inches, brought to approximately optimum moisture conditions, and compacted to At least 90percent relative compac- tion,based on ASTM D1557 (modified Proctor). In areas where larger trees and'existing structures are removed, deeper soils may 'be disturbed. The disturbed soils should be removed to the depth at which firm formational material, is exposed. The resuit- ing excavation should filled with uniformly compacted lifts of fill. Construction debris and vegetation should not be used' in on-site fills Imported Fill: Fill imported •o the Site should consist predom- inately of sand and should contain no rocks larger than six inches." The expansive index of import should not' be grater than 20, based on Uniform Building Code Standard No 29-2 Except for any highly organic 'topsoil, 'the, existing site soil is considered suitable for reuse as structural fill. I I 'I 11 2480 Jefferson Street . . Project No. 884310 epeIer18,1988 rage '. Pill Compaction: All. fill and backfill to be placed in associa- I tion with site development should be accomplished at near optimum moisture conditions and using equipment that is capable of producing. a uniformly compacted product. The minimum relative I compaction recommended for fill is 90 percent of maximum density based on- ASTM D1557 (modified Proctor). . . I Site Drainage:. The performance of foundations -and s1absis I . . highly dependent upon maintaining adequate site drainage both during construction and through the life of the structure. 1 . Surface runoff should flow positively away from structures with no areas where ponding occurs Planters should not channel irrigation water beneath foundations,rslabs, or pavements. Roof I . drain. downspouts should discharge .at least five feet from the structure Foundations: A conventional shallow foundation system, bearing 'in undisturbed formational materials should be suitable to I support the proposed structure. Provided the recommendations of this report are complied with, foundations may be designed for -an,,,, allowable soil bearing pressure of, 2500 pounds per square foot.. Foundations should be at least 12 inches in width and should be I founded at least 18 inches below lowest adjacent soil grade Continuous footings should be reinforced with at least two #4. rebars, placed one at the top of the stemwall and one at the I bottom of the footing. The recommendation does not preclude more I agency restrictive criteria of the structural engineer or the governing Resistance to lateral loads may be deri,ed from a coefficient of friction between the soil and concrete equal to 0.3. Alternat- ively, a passive pressure of 300 pounds per cubic foot maybe I I I 2480 Jefferson Street Project No. 884310 September 18, 1988 Page 5 I used for vertical foundation components poured against undist- urbed native soil or compacted fill Settlement Potential: Provided the recommendations of this report are complied with, total settlements are expected to be -1, less than-one inch, and differential settlements are expected to be-.less than one-half inch. II On Grade Slabs: A conventional on-grade slab is considered suitable for use on site Design of on-grade slabs may be based on a subgrade modulus of 300 kips per cubic foot The minimum .slab thickness recommended is four inches. Because of normal 1 soil variatiion and the typical concrete shrinkage which should - be -expected, slab reinforcement is-recommended.. In-moisture - I sensitive areas,, moisture proteàtion. beneath the slab should be. used because of the normal capillary rise of moisture throung I subgrade soils Retaining Walls The active pressure for the prevailing on-site I soils may be based on an equivalent fluid -pressure-of 35 pounds - - per cubic foot. The active pressure should be used for walls I free to-.yield.a-t the top at least 0.1 percent of the wall height., For walls restrained so that such movement is not permitted,. -an . 1 - - - equivalent fluid pressure of 45 pounds per cubic foot shou1be used, based on at-rest soil conditions. The above pressures do not consider any sloping backfill, surcharge loads, or hydrostat- I ic pressures If these are applicable, they will increase the - lateral pressures on the wall., - - All retaining wall backfill should be uniformly compacted to at - I least 90 percent of -maximum density, based on ASTN D1557. I .1 I I H 2480 Jefferson Street Project No. 884310 September 18, 1988 Page 6:: This opportunity to be of professional service is appreciated. ; If you have any questions or comments concerning this report, I please call at your convenience 0.CC/()'33 4 I Anthony F Belfast Registered Professional Engineer No. C 40333 Registration expires 3-31-91 • l I 1 : I H I S. • . I . : I i . F 1 I ... S APPENDIX A • IS S. •• :.. .• FIELD EXPLORATION A field exploration was performed on August 27, 1988, and con- sisted of a site reconnaissance, and performing subsurface exploration. Tto exploration borings were made at the locations, approximately shown on Figure 1. The boxings were made using a .I six-inch diameter, hand auger. The logs of the explorations, describing the materials encountered are presented of the follow--; . ing Figure A-i. Representative samples of the materials en- countered were obtained by bulk methods. and selected samples were :.. retained for laboratory testing. .. . . I F S S I ,,, . H. I S S • S , I I I -: w 0 i I I i i -' 9 i I I II 0 z A' m w I o C) r- o 1 .. I .I - - I.- m ). in Z —1 :!.cl 1 UI DEPTH (F JIO CLASSIFIC o ca BLOWS/FOOT UNDISTURBED SAMPLE BULK SAMPLE MOISTURE CONTENT (%) 0 IN, PLACE DRY DENSITY (PCF) m r • Ci) 0 k —I ,h. D —I Z > r .• p g . P. 1 cl (I) • :1. 0) 0 I I I a I APPENDIX B LABORATORY TESTING I Selected representative samples of soils encountered were tested using test methods of the American Society for Testing and I Materials, or other generally accepted standards A brief description of the-tests performed. follows: Particle Size Analysis A particle size analysis was performed I in accordance with ASTM D422 The grain size distribution was used to determine presumptive strength parameters used to develop foundation design criteria The results are provided on the I following Figure B-i I I I I I I I I I II I I C- 0 w z 0 31.4" 1/2" . 100 : 80 70 - - - -o > rn6O--- I— m 50— F > z CD IN (j) m 0 __- 30 40—..........- C,) Cl) 20------ 10 - 0 GRAVEL SAND SILT I CLAY COARSE MEDIUM FINE BORINQJDEPTI1 (FEET) SYMBOL LIQUID LIMIT PLASTICITY INDEX CLASSIFICATION 11AMP64-f 77e-- SIEVE SIZES-U.S. STANDARD - - - - - - . - - - - - - - - - - - 100 90 80 70 60 'ii z 50 > .0 40 z C) 30 20 10 0 11 CERTIFICATION OF COMPLIANCE CITY OF CARLSBAD Plan Check No.._________ DEVELOPMENT 'PROCESSING SERVICES DIVISION 2075 LAS PALMAS CARLSBAD, CA 92009 (619) 438-1161 This form shall be used to determine the' amount of school fees for a project mid to verify that the project applicant has complied with the school fee requirements. No building permits for the 'projects shall be issued until the 'certification is signed by the appropriate school district and returned to the City of Carlsbad Building 1)epartmen't. SCHOOL DISTRICT: "Carlsbad Unified ' '' San Marcos Unified 6350 Yarrow Drive 'Ste. ,A 270 West' Sari Marcos Blvd. Carlsbad, CA 92009 (43875710) 'San Marcos, CA' 92069 (744-4776) Encinitas Unioii Elementary ' ' San Dieguito Union High School 189 Union Street ' 625 North Vulcan Encinitas, CA 92024 (944-4306) ,Encinitas, CA 92024 (753-6491) Project Applicant: /fA1,. ' APN: •/-/O_T____ Project Address: -21c.- RESIDENTIAL: , SQ. FT. of living area •' Number of dwelling units ' SQ. FT. of covered area ... SQ. FT. of garage area •' _,' COMMERCIAL! INDUSTRIAL: SQ. FT. AREA ' Prepared By . Date: FEE CERTIFICATION ' (o be completed by the School District) Applicant has complied with fee requirement under Governmen,t Code 53080 Project is subject to an existing fee agreement . ' _____ Project is exempt from Government Code 53080 Final Map approval and constructibn started before September 1, 1986. ' (other school fees paid). 0 Other Residential Fee Levied: $ \(. 'based on \ sq. ft.@ Comm/Indust Fee Levied: $ • based on . sq. ft.@ 0, '. 0 Sc oo District Official. •0 • • Title • • '., Date AB 2926 and SB 201 fees are capped at $1.50 per. square foot for'residentii. 0 AB 2926 'is capped at $.25 per square foot for'commerciai/industriai. •