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Home My WebLink About2819 ESTURION ST; ; 86-178; Permit'APPLICANT TO FILL IN INFORMATION WITHIN SHADED AREA AND DECLARATIONS: - 5' ••'•• CARLSBAD BUILDING DEPARTMENT . ' ' .• ' . - - Carlsbad, California 92008-1989 (619) 438-5525 ' APPJ,I i.Ojictk RMIT . * JOB ADDRESS • AV. ST. AD. NEAREST CROSS ST. DAT OF APPLICATION I S0 !1f , ' ATION • ' PERMIT NUMBER.' 51 Clh,TO 7 ' 155&,'L LOT BLOC R I'-L- SSESSOR PARCEL NO.. CT51q NE '4l CONTRACTOR I 013524 K~ OWNER'S N OWNERS PHONE S P21r 13k/< ,ci '142 -6-3:2 ( CONTRACTOR S ADDRESS LICE LO I 0. # 8UIL0INO. FOOTAGE 7AN - . - OWNER'S AIL-INOADORESS -.11 • - JMz CT. 1 4149 4 ___________________________________ DESIGNER \ - r 7VQ2/V.Q2083 DESCRIPTION F ORK /-.77.e ~/L7. f4 U/O2/662OB3--. 5509'954 Do; 7/0 DESIGNER'S ADDRESS LICENSE NO. - 5509'054 OOOP2 7/2/ 5O9 O4 7/09Y862062- .5L pFLR ELEV. NO ST7IES EDU / 0. YO NO "CENSUS TRACT', ' GP LAND'USE , PAR>,NG SPACE RES UNITS GRADING PERMIT.lSSlJED • REDEVELOPMENT AREA TYPE 0CC LOAD FIRE SPA YOND • ,. vOw ..' -- Not Valid Un/essMachineCerti'fied CITY. PLUMBING PERMIT ISSUE QTY MECHANICAL PERMIT ISSUE 3.'. - - • . / • C • UUUIUIkt EACH_FIXTUREtTRAP. ((/_b__ / INSTALLFURN_DUCTS tiP TO100_000BTU q.._ BUILDING PERMIT 001 810 00O0 8220 , / EACH'BUILDINGSEWERS _*'.4 . - --OVER100,000BTU • • . SIGN PERMIT .'001-810-00-00-8221 - - '7. EACH WATERHEATERNDIORVENT esJ " BOILER/COMPRESSOR UP_TO3HP PLAN CHECK 001-810-00-00-8806 3S 1 EACHGAS SYSTEM 1TO4 OUTLETS .-''j .•. BOILER/COMPRESSOR3-15HP -- 'TOTAL PLUMBING- _001-810-00-00-8222 - EACH GAS SYSTEM 5 OR MOIRE METALFIREPLACE ELECTRICAL-001_81000_00_8223 - EACH INSTAI., ALTER. REPAIR WATER PIPE, ' ' -. VENT FAN SINGLE DUCT . r - - ,•MECHANICAL _001-810-00-00-8224 EACHVACU.UM BREAKER '• .' '7_ MECH EXHAUST -HOOD/DUCTS ••- -' -.-MOBILEHOME'-' _001-810-00-00-8225 --•- - WATER_SOFTNER________- RELOCATION OF EA FURNACE/HEATER MOBILEHOME_ EACH ROOF DRAIN )(NSIDE).' - SOLAR -001_810_00_00_8226 TOTAL MECHANICAL — 880-519-92-33 _001_8W____00__227 TOTALPLUMBING_,- QTY ELECTRICAL PERMIT ISSUE 5.-.- QTY. SOLAR ISSUE PUBLICFILJ'I_FEE '- _0-_-8930 • *- _.'a__, _____- •• . ''- ___- '•--- _---• _.___(3S -' _-_- - NEW CONSTEAAMP/SWT/BKR /O : COLLECTORS, _..- _• - SCHOOLFEE .- • - 1PH ____3PH " STORAGE TANKS d -I E.xIST BLDG CA AMP/SWT/BKR' - - ROCK STORAGE PH 3 P Pump •_. UVW. ' _legulto ..". . - REMODEL ALTIR PER CIRCUIT - PLAN CHECK FEE - Sao Marcos ". TEMP POL-E.200AMPS ---.* ..•. ' • - ' - - f'_(_f'_--- _--- - OVER_200MPS _•---..•'•, _- '•, -. . , - .LICENSE TAX ,.-j 001-810-00-008162 4 TEMP OCCUPANCY (30 DAYS) •..0 ' . • , _, -..MFF _80-519-92-57 • CREDIT DEPOSIT TOTALLELTRICAL TOTA~ SOLAR,__ ..—• , - j TOTAL FEES PAYASLE *_-aJcb ,J~ __-,, ,.._.. HAVE CAREFULLY EXAMINED THE COMPLETED "APPLICATION AND PERMIT" AND DO HEREBY - -• Expiration. Every permit issued by the Building Official under the provisions Ofthis * AN OSHA PERMiT IS REQUIRED FOR EXCAVATIGNS OVER CERTIFY UNDER PENALTY OF, PERJURY THAT ALL INFORMATION HEREON 'INCLUDING THE Code shall expire by become --ancf void. If the building or work - V.,' 0" DEEP AND DEMOLITION OR CONSTRUCTION OF authorized by such permit is not commenced and DECLARATIONS ARE TRUE AND CORRECT AND I FURTHER CERTIFY AND AGREE IF A PERMIT IS permit, or II the buiidin or work authorized by such permit is suspended or SI .4TURES OVER 3 STORIES IN HEIGHT ISSUED: TO COMPLY WITH ALL CITY, COUNTY AND STATE LAWS GOVERNING BUILDING CON abandoned atanytimeaRertheworkis commenced for a period WHETHER SPECIFIED HEREIN,OR NOT. I ALSO AGREE TO SAVE INDEMNIFY AND of180days. STRUCTION, ,P - 'WAY ACCRUE AGAINST SAID CITY IN CONSEOUENCE OF THE 0 APPLIC3 1ATURE*OWNER D _CONTRACTOR I USE BAIL POINT PEN ONLY 8 PRESS HARD , D I hereby aft irm that I am licensed under - o 'provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business -,.,and Professions Code, and my license is in I • full force and effect. - z Im No Class .0 'U thereby, affirm hat I am exempt from the 'Conlrac- * for's -License Law (or he following reason. (Sec 7031.S Business and Professions Code: Any city or county which re' quires a permit to constroct, after, improve. demolish. Or repair any stroclore; prior foils issuance also requires the ap- - plicanf lor,snch permit to file a signed stalement that he is V . licensed pursuant In' Ihe provisions of the Contractor's License Law (Chapter 9 commencing with Section 7000 of - Division 301 the Business and Professions Code) or that is ex- em pt therefrom and the basis for the alleged exemption: Any vioation of Section 7031,5 by an applicant for a permit sub'' - jcfs the applicant to Cmii penalty of not more than tine hun- dred dollars ($500). ' -. •. 0 I, as owner 01 the property, or my employees with wages as their sole compensation. will do the work, and the strac- a • tare is not intended or altered for sale (Sec. 7044, Business .4 , - and Professions Code: The Contractor's License Law does j. not apply to an owner. of property. who builds or improves m ' thereon and who does such work himself or through his own employees, provided that such impr000menls are not intend- III oed or offered for sale. II, however, the building or improoe- • Z mont is sold within one year 01 completioo, the ownor.-boilder will have the burden of proving that he did 001 build or im' 0 prove lot the purpose 01 sale).- a - -'s- -- C 0 I,' as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044. Business and Professions Code: The Contractor's license' Law does not apply to an owner of property who builds or im- proves thereon, and who contracts for each projects wilh a (0) contractor(s) license pursuant to the. C)ei)ractor's License Z Law). . • - 2 . . . '0 As a homeowner lam improving my home, and the allow- 4.' . 'leg conditions exist: - 1. - The work is being pertormed prior to sale. , 2. • I have "lived in. my home for twelve monlhs * prior to completion of this work ui - 3. I have not claimed this exemption' during the O 'T' 'last three years. o lam exempt under Sec? , B & P.C. - for Ihis reason ' 4 i._ • a'.'0.) •n •,, •' • ...r'. O hereby affirm that I have a certificate of consent to - 1se11-insure. or certificate 01 Workers' Compensation In- surance, or a certified Copy thereOf (Sec. 3800. Labor Code) .j POLICY NO. COMPANY 2 'n D Copy, is filed withtnecity -' 0 Certified copy is hereby furnished UI °'l" -''':•.' ''" CL. .:,-,. . -1 0 . , CERTIFICATE OF EXEMPTION.FROM Q •.a..CurJofl$' COMPENSATION INSURANCE. (This section need dot be completed if the 'permit "j is,lor one hundred dollars ($tOO) or less) UJ 0 i cerfy that in the performance Of the work for whichCr - 0 his perrrrit is issued. I shall not employ any person in any - , manner so as to become subject to he Workers' Compen. sation Laws of California.. NOTICE TO APPLICANT: If. after waking this Certificate • Exemption. you should become subject to the Workers' ç . Comperrsationpronioions'of the Labor Code, you mu sl forthwith comply with such provisions or this permit shall be deemed revoked, ' ". - -' - - •1 [. . 0 lherebj affirm that there is Construction tending $ agency for the performance of the work for which this per. . 01 mit is issued ISdc. 3097, Civil Code) ...,.-' zl • --- . - WI Lender's Name ' -- j,' Leoder's.Addeou . C - - ••. - - I - I I TYPE DATE INSPECTOR BUILDING I FOUNDATION REINFORCED STEEL MASONRY GUNITE OR GROUT I SUB FRAME U FLOOR U CEILING SHEATHING U ROOF U SHEAR FRAME I EXTERIOR LATH INSULATION INTERIOR LATH -& DRYWALL PLUMBING U SEWER AND BL/CO U PIL/CO - UNDERGROUND U WASTE UNER ç,/ji/PL TOP OUT U WASTE U WATER TUB AND SHOWER PAN GAS TEST UWATER HEATER U SOLAR WATER ELECTRICAL U ELECTRIC UNDERGROUND UI UFEER ROUGH ELECTRIC U ELECTRIC SERVICE.—TEMPcAw' 7/ U BONDING U P60L / MECHANICAL dq U DUCT & PLEM., U REF. PIPING HEAT — AIR COND. SYSTEMS VENTILATING SYSTEMS c S CALL FOR FINAL INSPEC17ON WHEN ALL APPROPRIATE' ITEMS ABOVE HAVE BEEN APPROVED. FINAL \ PLUMBING :______ .- ELECTRICAL MECHANICAL \ : - -- - GAS BUILDING SPECIAL CONDITIONS FIELD INSPECTION RECORD REQUIRED SPECIAL INSPECTIONS INSPECTORS NOTES INSPECTION REQ. IF INSPECTOR'S DATE CHECKED APPROVAL SOILS COMPLIANCE . -: .. PRIOR TO .. FOUNDATION INSP . STRUCTURAL CONCRETE -. OVER 2000 PSI :. PRESTRESSED CONCRETE POST TENSIONED CONCRETE FIELD WEtDiNG - HIGH STRENGTH BOLTS . :- SPEC I AL MSNRY PILES CAISSQN -- - - ' .•' *, . - I I t_. - . •'• S'S - - •. ,'. - • - .5- S - • - - . - I 4t)u,uU TL' City of CãiFThbad MISCELLANEOUS 1200 ELM, CARLSBAD, CA 92008 • TEL. (619)438-5525 RECEIPT Job Addres* ,-$r1Jf10Il1 5r.. Li Li Li Li Li Li LI Li Li Li Li MISCELLANEOUS FEE RECEIPT PLAN CHECK FEE 001-810•00-00-8806 VALUATION________________ DEMOLITION_____________________________ HOUSE MOVING PARKS AND RECREATION FEE . PUBLIC FACILITIES FEE SCHOOL FEE - DISTRICT_____________________ Carlsbad ,O1112, Encinitas______________________ / San Diego Alf San Marcos &1.404 CERTIFICATE OF OCCUPAN __ 1) Owner Mailing Address 73o k/e1.. 67 ss417a 4 4U45 154.0 I I Contractor Address City Zip Tel. Stale Lic. S. Classit. City Lic. No. COMPLETE FOR PLAN CHECK ONLY LEGAL DESCRI PTION Lar 4 7 4 Z,4 I 74 ,00 lr ____________________________ /'Mr-' A / ASSESSORS PARCEL NO. DES CRIPTION OF WORK 4Z gA,fAc Li ________________________ Li__________________ PLAN IDNO. c1er DESIGNER ADDRESS 2/7 PA/p/c//sfJY A •- Ei _________________________ _________ PHONE TOTAL FEE $ CONTACT PERSON 57t.Vt ,4PLLY APPLICANT FORFEITED WARNING: PLAN CHECK FEES. WHERE NO ACTION IS IN 180 DAYS AND NO BUILDING PERMIT IS TO THE CITY. TAKEN BY THE ISSUED. ARE SgoatureofAppIic2 ..tM L .- )ata Process Gold - Assessor ••., 1rri*-- ' FINAL BUILDING INSPECTION PLAN CHECK NUMBER: 86-178 DATE: April 2 1987 PROJECT NAME: LaCosta Madows ADDRESS: 2819 Esturion Street PROJECT NO.: - 4 .1 UNIT NUMBER: PHASE NO: TYPE OF UNIT: SPD .A n4 V NUMBER OF UNITS: CONTACT PERSON: Robert CONTACT TELEPHONE: . 438-9253 All Departitents INSPECTED e94 DATE APPROVED DISAPPROVED INSPECTED iJ DATE )/INSPECTED: /13,/17 APPROVED DISAPPROVED INSPECTED . DATE BY: INSPECTED: . APPROVED DISAPPROVED COMMENTS: SLO P, ',ti - Vc' r S-i 7 —f2 y Rev. 1/86 WHITE: Suspense BLUE: Water District GREEN: Engineering CANARY: Utilities PINK: Planning GOLD: Fire $r 4 FINAL BUILDING INSPECTION PLAN CHECK NUMBER 861-178 DATE April 2 1987 PROJECT NAME LaCosta Meadows ADDRESS 2819 Esturion Street PROJECT NO UNIT NUMBER PHASE NO TYPE OF UNIT: SFD NUMBER OF UNITS : CONTACT PERSON Robert CONTACT TELEPHONE 438-9253 All D$artments -. •- . ,• •c•• ...• INSPECTED DATE t BY:."______________________ INSPECTED APPROVED DISAPPROVED INSPECTED DATE BY: - INSPECTED: APPROVED •DISAPPROVED . INSPECTED .DATE BY: . - INSPECTED: APPROVED DISAPPROVED - . •• • - . C • • • . - . - . C Qosta Real Municipal W' istrict APR 07 1987 COMMENTS: •• Engineering pepairfntinl - (619) 438-3367 • . . I- • . . •- . . •- -•. • - WA Rev. 1186 WHITE: Suspense BLUE: Water District GREEN: Engineering CANARY: Utilities PINK: • fling GOLD:- Fire • -. FINAL BUILDING INSPECTiON :. PLAN CHECK NUMBER: : . 5 DATE: nil 2' 1987 PROJECT-NAME: LaCosta Meadows ADDRESS 283.9 Esturion Street PROJECT NO.: UNIT NUMBER: _________PHASE NO.:•• TYPE OF UNIT SI?D NUMBER OF UNITS U, 7 41 CONTACT PERSON Robert ......... CONTACT TELEPHONE: 4389253 All Departuent INSPECTED . - DATE. BY ______________________ INSPECTED / APPROVED DISAPPROVED • INSPECTED DATE BY: - INSPECTED: . APPROVED . DISAPPROVED 5 .I• S . ,, '.•I S S . 5' . . • S. INSPECTED . DATE . . . • BY _______________________ INSPECTED kA PPROVED DISAPPROVED 5,. .1. . . '• : • S S S 5- . . 5 . S 1 COMMENTS • . . . ..' . S ' . . . 5- 5 . 5 5•5 , . . . •.5. .S -. . SM' c7 /727 • N_ I I Rev. 1/86 WHITE: Suspense . BLUE: Water District GREEN: Engineering CANARY: Utilities PINK: Planning GOLD: Fire S , *5 5 - S S FINAL BUILDING INSPECTION PLAN CHECK NUMBER: E: April 2 1987 PROJECT NAME: ADDRESS: 2819 RaturVin Street. lav PROJECT NO.: UNIT NU(EBER: PHASE NO.: TYPE OF Laoat /US: , S. CONTACT PERSON: Robert CONTACT TELEPHONE:_ 439253 All Departmento S DATE INSPECTED: INSPECTED DATE BY: INSPECTED: INSPECTED DATE BY: INSPECTED: APPROVED APPROVED APPROVED DISAPPROVED DISAPPROVED DISAPPROVED COMMENTS: Rev. 1/86 WHITE: Suspense BLUE: Water District GREEN: Engineering CANARY: Utilities PINK: Planning GOLD: Fire ESGIL CORPORATION 9320 CIIESAI'EAKE DR., SUITE 208 - SAN DIEGO, CA 92123 . (619) 56b-,,1468 p _p_ DATE ' a-aLRIIO JURISDICTION: '/7) DPLANCHECKER (]FILE. COPY PLAN CHECKN0: UPS U DESIGNER - PROJECT ADDRESS: E5tu. .,,& ..s7 PROJECT NAME 3 ' The pIans transmitted herewith have been corrected where necessary -and substahtiauy, comply with the, jurisdiction's' building codes.. . The plans transmitted herewith will substantiallyd'omply -El with the jurisdi&Eion's building codes when minor deficien- cies identified .- - are resolved and checked bybuilding, department staff.. .. The plans •transmit'ted he'rewith have significant deficiencies U identified on the -'enclosed check list and should be corrected andresubmitted for a complete recheck. j - • .- The check list transmitted herewith is •the jurisdiction's El copy for your information. The plans are being held at Esgil Corp until corrected plans are submitted for recheck fl The applicant's copy of thechéck list is enclosed for the jurisdiction to return to the' applicant contact person. - .. The applicants copy- of the checklist ha been sent to: : Esgil staff did not.advise the applicant contact person that plan check has 1 been completed. Esgil' staff did advise applicant that the plan check ha • been completed. Person contacted: -, - - Datecontacted: .' -' - •. Teléphone'#- REMARKS: A),0 ,'sJ Rp-ü OOEV 70 .5H5f7-- WR&4OD Y H+?M'e -• • - - • .- ,--••- • - BY •4?_1C.) tL,4L) ENCL __iUO&W ' '. ESGIL CORPORATION • - • • • -•, ESGIL CORPORATION. ' 9320 CIIESAI'EAKE DR., SUITE 208 . - . SAN DIEGO, CA 92123 ', ,• (6 19) 560-1468 I. I. DATE: ' g/vE ANT ' ''- JURISDICTION: ; []PLAN CHECKER OFILECOPY PLAN CHECK NO: .' 0 UPS '0 DESIGNER PROJECT AbDRESS: •', PROJECT NAME:. D The plans transMitted herewith have been correcte'd'where necessary and substantially comply with the jurisdictiàn's building codes The plans transmitted herewithwill substanti,aiiy'compiy with the jurisdiction's building codeswhen minor deficien- des -identified j ri are resolved and, checked by building department staff. .: . The plans transmitted herewith.have significant deficiencies identified 0n the enclosed check list and should be- corrected,' 'and resubmitted for a complete. recheck. .' •: The check list transmitted herewith is the jurisdiction's - copy for your information. The plans are being held -at Esgil Corp. until corrected plans are submitted for recheck. The appliant's copy'of the checklist is enclosed for the: jurisdiction to return to the applicant contact persôn. - The' applicant' copy of the check list has been sntto: '.• ' ' D, Esgil staff did not advise the applicant contactpeoñ that plan check has .been completed. . - • • • - Esgil staff did advise applicant that the plan check has : - been completed.. Person contacted:- ST/ RAD' - . • Date contacted: - . ' Telephone' 3?L/1o1 REMARKS: wiu, RR/A -/A. 7-0 - 2 • .• .., ' 9,C PL)I P I'J/rb' 77?6 Lt/A)4 re* n7_5 - . - -. :. • - -• I I, - - •I 'I ' I' • :& f1?16B,cW 9 &6-/?c?22T ..-• kPzMusc,6oY'Rcjv. ôg £/E,icb jA)c,..-t4.5M1 fW7E 4111 7/ -rHA7- PL$L) d06 00675 L1I7i# ° P"C.' JE11L (, £MOLJJ/.')C,ILI A CEr1OiJ,5l4T.c/ L k)0ie -rHr VEe'-i LviPL,c Lk) irtSEc. Thb4 51 APUW 5flT Frriu.ro CYLYL,itr/1 . j pcisr •TD F•D7AJ. cLOAJNT/OJ JOTE[) tp xi.rAi..p: cgtE. '7. OULrs,1J 777's DCA)1 1M/7!HeA11 6IITR1J ENT' i/AtL 4 a 1uo ,zY J1OiS To 46 E iO7'b VItJYi Ci.1Vgt a c 'y fóg.T ,zm,4L '1ftS Slfl.6 IWM .4 4 4 • • 4• 1 • :'' ': • 4 ' - • -. • • - -' 9- 2. 'FiN. - --:• - , - - '-'-. ESGIL CORPORATION 9320 CIIESAI'CAKE DR SUITE 208 , SNDICGOC92123 (619) 560 1468 St DATE — crTISDIC JURISDICTION - jPLAN CHECKER - OFILE COPY PLAN CHECK NO.:,(- /7? 77:.QPS * te flDESIGNER- - --'-:' ... :..•-'--'-.- PROJECT ADDRESS )/ r S — •." _*• I 4. - S-•. •'• •--- 4 PROJECT NAME 1 'S .5 D The plans transmitted herewith have been corrected-where necessary'and substantially comply with the jurisdiction's building codes.. • :. '.:: • . The plans transmitted' herewith iill sub stantiall. domply * D with the jurisdiction's building codes when minr deficien- cies identified are resolved and checked-by building departinent4 staff. -•, t- -: - , - -r - - ,t .• .- ,. - — .- .5 5•* ,, •• —:'- •- •• •,5- The pins transmitted herewith have significant, deficiencies • El identified'on - the enclosed chèck 1fst,andshouldbe corrected and resubmitted for a complete recheck The check list transmitted herewith,is the jurisdiction's copy for your information The plans are being held at . 5EsgilCorp. until corrected plans aLe submitted for recheck. [I) The applicant's copy of the check list is enclosed for the jurisdiction to return to the applicant contact person The applicafit's copy of the check5 list hasben 'sent to: re 4- S&iiô Esgil staff did not advise theáppliantcontaôtprson that plan check has been completed * 5— .• S - ;, - • .5 .5, - - — 'S € -• I S_ ,_•€€ 5• - 5-- -Esgil staff did advise'applicant ,that the plan. check..has, been completed Person contacted rUF R.oLc-y t Date contacted Telephone # 2-?2 -'//0/ REMARKS: - .• -. 'S — : 'S k .5.5 5 5 -' - - Ip_•• 5* •€' -S - , •-•':-'' - - • _5 -5' BY ENCL ESGIL CORPORATION .1 'TA RE Q S * *• s.ç•.€•_s'. • - * - 4' .5 .5.. -- * 'S • •'4 • . 'S - I * • 5 *s .- 1._S I- 'S .c - PLAN CHECK NO: - -, Enclosures: yJEe7Z__Dr,is .• FI777'/. 'a.c.' PROJECT ADDRESS: .5_7 TO: p. x/r R.POLF -• _41/37 PPiCJr-/__HWY. S7. A Date plans received by jurisdiction Date plans received by plan 6hecker/.t/1 Date inaEti-ad, plan check completed 5J9/Y.byL W, FORWARD: PLEASE READ Plan cheek is limited to technical requirements contained in the UniformBuilding 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,circIed items have to be satisfied before the plans will be in conformance with the cited codes and regulations. The approval of the plans does not permit the violation of any state, county or.city law. A.. PLANS - 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:(7,L. a'. g),O (#es'6fxL De- imaof .3/IA) Dlfe7o, (4. /a 13 To facilitate rechecking, please identify, 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. T)/-g fOUD(Q,ft)&, H* iVor g7V e6nL0v FP.offl me DR,(,i,'J, Pkp -R17) // ici)EO A A)6Fp. ;. h/#-p),Fp 4 IP1. - b. A)7E ) S/1-1./ 1AJ? PiJS/frW.. fjir,• rH fl, .awc F.SPSr ') -$ GLLiV R t41L A) )Ec77? 7,.r , L)O7g DiV PftA) VE To Le- pg_ 75/ fl)i•T T1 P-rnotrJ WiTH PDTAJ- ' y . fi)O T ()WrL ETS 1AJ £ /3ó - it' 3e_(//•_/Ror 76D.. ,g - OU/OE e197- 053 C'Fo- ___ ,A.U. /4)67-e ô PL110 sp,pr p -pifr p7rn:- 9 2 1)0 bF 7-//,2r 1P . 41784 V V I - ESGIL CORPORATION 9320 CHESAI'EAKE DR SUITE 208 SAN DIEGO, CA 92123 V V. V (619) 560-1468 ', ,. ' V - V . •'V - V V iVV DATE Y,j9 /a /J, CAN JURISDICTION: ('/7y Z .J.PLANICTIECKER- - LIFILE COPY PLAN CHECK NO: V •. V DUPS V DDESIGNER - V V PROJECT ADDRESS: V • •; V V V V .PROJECTNAME: ' V J V ;V •• - V The plans transmitted herewith have been coreted where necessàryand'substantially comply with the jurisdiction's •, V V building codes. •• V V V V •• V The plans transmitted herewith will substantially comply V V V with th'jurisdiction' building codes when minor deficien- V V -0. • cies identified' . - ' are resolved and A V checked by building, department staff. V V •, V V V V Th plans transmitted herewith have significant deficiencies V identified onthe enclosed check list and should be corected' V V and reubmitted for a complete recheck. * V V - VThe check list transmitted herewith is the jurisdctin's V Am copy fo your information. The plans are being held at, , V V - Esgil,Corp. until corrected plans are submittedfor recheck. O - The applicant's copy of the check list Vi enclosed for the V :' . V, V •V jurisdiction tdreturn to the applicant contact person. V 'The applicant's copy of the check list has been sentto: V srug An /37 •Mc,j,c iVL&9 V V V V O Esgil staff. did not advise theapplicant contact person that V plan check has been completed. V * V , , •' V • V -. V , V Esgil- staff did advise applicant that the plan check has V - been completed. Person contacted: V - Date contacted: V Telephone - VREMARKS: di-S CHE CK LIST is Fop rP,7,V/P11,V Wt1H u,rrEn ftFerE * / -,-r-, PL //r k., BY ENCL _}jA) ESGIL CORPORATION V V V • - •' • V -, V ' V V V V •' - V Enclosures: / ç PROJECT ADDRESS: __S7ppi/),l)_S7 TO:~TgjE ..SI4?) D1g6')•. Date plans received by jurisdiction_____ Date plansreceived by plan checker?14' ' Date initial plan check completed ,/y,by4iQ) FORWARD:PLEASEREAD 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. The approval .of the plans does not permit the violation of any state, county or city law. A. PLANS., - .1. 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, _MP. gd#ppNR.-srF.0p ei 2. To facilitate rechecking, please identify, 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. - . • - c.•. •--- • , .. - .•, . . . , ,.: '' 1 41784 - -, 4ESGIL CORPORATION ' 9320 CHESAPEAKE DR.. SUITE 208 SAN DIEOC92123 (619) 560 14b8 - DATE AP 'ny. . '- • - APPLICANT' sDICIOi JURISDICTION:. CITY OF CARLSBAD , . EPLAcK',-: GFILE COPY PLAN' CHECK NO: -P78' [JUPS • - DESIGNER , - "• :'• - . ,-,, PROJECT ADDRESS.: 77j,,mv ~7 .': • --' • - . PROJECT NAME: " <. f ,, fl. ' -S • ' - D The 4- plans transmitted hereith' have been corrected'whre -and: - necessarysubstantial1' comply with the jurisdiction's building codes The plans "'-transmitted herewithwill subs tan tially'cbmpl '0 .with' the jurisdiction's building codes' whenminor deficiën- , des identified . . . are and. ,"resolved checked by,; building. department staff. _5., •..- . . The plans transmitted herewith$ have, significant deficiencies • identified on' the enclosed check,list and' should be, corrected and resubmitted for -a complete'. recheák - , , The check list transmitted herewith is'Lthe jurisdiction's copy for y6urinformatiori The-plans are-being-held at Esgil Corp. until corrected plas are submitted for recheck. - - fl 5--'. .. • -S 4 The applicant's copyof the check list is encioCed for the ' jurisdiction to return to the, applicant contact person. The applicant's copy of the .check list has been sent to: ' 7c E Esgil staff did notadvise-the'aplicant contact personthat .. plan -check has been completed.: '- ' S '• '' - - Esgil staff did advise applicant thát, th'e plan check has been compl eted. Person fl'X3E'? E7eCJP contacted Date contacted Telephone # I ' REMARKS: ' /E E S L9 ON-r £ - S S • * BY - JJ'uI )aJItu ENCL Fz77Y i?ecit ESGIL CORPORATION., • . ,- -. n " .- • ,? - . ( - 4 • S - • - • -- .. - . . . -. ', _ . . 4" -• . • .4 . • •.. - - -• '5 • ••••4' •" _' . 4 - - -- - - - - :-. NS - - J. I / 3 - I •- - . • - -•- -, 7 -, :- ••••,, - j -.' .. •-- - - -.• - - ---• - - ••• -.•- -. - - - ..,-• PLANCEEM NO.'(1-7(? Date initial plan check completed - '_ -. C- JURISDICTION: CITY OF CARLSBAD t -. '1 •-'• t - • ..-: •-• . -. - . By:. El 3 Applicant contact person: . to )')IR_4 rflic'5_pOeDR7_ 1_YY)P',_&'('A' ___Telephone - .. .I . ••; .- - FORMORM. PLEASE READ Y / .'% ("'p, 3-.dfl_1'- _rrw1_jo) - CIA ... - - * Plan check is. limited to technical requirements coitainTed in*the Uniform Building Code, Uniform Plumbing Code, Uniform Mechanical Code; . - National Electrial Code and state laws , TEEMMORK'NO. regulating energy conservation, noise . .• - - . • . attenuation and access for the handicapped. - COSUR FDTN_ . The plan check is based on regulations enforced -' • .- - - bythe Building Inspection Department., You may have othercorrection bsed.ón laws and - -, . . ordinaces-enforced by the Planning Department; -. ._.._-_I Engineering Department or other departments. - -. Present-Califdrnia law mandate's that - rdidential construction Comply with Title 24 : PROJECT iQ)0A)_" sand the followin model codes 1982 UBC (eff 7/1/85) - - 1982 UPC (eff. 10/l/85)-t. . 1984 NEC (eff. 10/1/85-) 1982 UMC (eff 3/1/85) - - - The above regulations 'apply t o residential - construction, regardless of the code editions - - •-adopted by ordinance... . • . ,• . • - •t -' • - - -- $ PUN CORRECTION SHEEt The circled items need clarification, SINZ_FIJ4ILYAND _PL ThGS , modification ot change. All items have to be - . - - satisfied before the plans will be in - - - Date plans received by jurisdiction: . - conformance with the ited codes and - . $ . 3 -regulations. PerSec. 303 (c), 1982 Uniform - Building Code, the approval of the plans does . - - not permit the.violationof any state- county . • Date plans received by Esgil Corporation:or city law. - '7/Iv2w_ To_speedup the recheck__process__note__onthis list (or-acopy)'whereach correction item has- - beenaddrssedi.e, plan sheet, specification, - - - - . . .etc.- Be sure to enclose the marked up _list - • . . - when _yousubmitthe _revised _plans. - - •. H . - . .- • - Carlsbad List 10, single Family Dwelling and Duplex With All Supplements r - - - - • $ -• .3_. - -• 1 . - • - - - $. -, 4 - • .3/25/86 - --. ,- _J.* - . . -. $ - -...- - -'-•-.- -. -- - -. -• - .-' -• - - S., ' t j ',' ..,'• -•. .' -. ' • ' 1 •; --" ,' 1, A PLANS - Indicate distance from center line of street or alley to property line and distance from (i' ) Please make all corrections on the original property lines to proposed building 7"t(acings and submit two new sets of prints, and Section 302 (c) ( any original,plan sets' that may have been , - I' ' i5 I 'r,&ERI returned to you by-the jurisdiction, to: • B. FIRE PION oR Esgil Corporation, 9320 Chesapeake Drive, •, / Walls closer than 3 feet to'propert lines Suite #208, San Diego,-California 92123, shall be one-hourrated construction, have no (619) 560-1468. -• openings, and shall have 30 inch parapets when • - '- the buildirg floor area exceeds 1,000 squire Please make all corrections on the original, •-feet-on Qracings any floor. and submit two new sets of prints, and . (Table 5. A.'Sectiohl709(a)). any original plan sets that may have been returned to you by the'juridiction, to: p6'. Projctións,d.nclüding eaves, may not extend more than 12 inches thtd the 3 foot - The jurisdiction's building department. , '- - setback from the property-line. Eaves over required windows shall be not less than 30 ' Indiate on the Title Sheet of the plans, inches from the side and rear property lines. the name of the legal owner and name of person " Section 1710 and Section 504 (a) and (b). responsible for the preparation of the plans 2 Section 302 (a) 7. - $. Plastic skylights ,hàll not be installed within 8': of an exterior wall located where 4. Plans, specifications and calculations shall openings in such exterior wall are prohibited or be signed by a California state 1icnsed - required to be' protected. engineer or architect. (Califo±iiia Business and , Section 5207 (a)' 7.- ..-.-Professions Code). , ' .• - , • - • .''Projections, including eaves, shall be Specify on the Title Sheet of the plans the one-hour fire-resistive construction, heavy gross floor area of each' element of this project ' timber or of noncombustible material if they '- including- dwelling, garage; carport,.patio,deck project into the 3''setback are' from the and balcony Section 302 (c) property line Section 1710 () Pro'v'ide a statementon the Title Sheet of' z - Q13. ' 'Sh6w 'locationof permanently wired smoke e plans that this project shall complywith ctor, centrally located in corridor leading Title 24 and 1982 UBC, •UMC, aiid UPC and 1984 tosleeping.rooms or -above stair if sleeping NEC. , - - 'rooms are on upper level. Section 1210. • , - ' • -' - • •/__.\ Submit fully dimensioned drawn toy. ,/. plot plan F • •: . • A detector be installed in scale showing location, size, and use of all ,14) smoke shall the basement of dwelling units having a stairway existing and proposed structures on the lot which opens from the basement into the dwelling Identify property lines and show lot dimensions • •- - Such detector shall be connected to a sounding ' and all easements. Show .locationof -all cut or ,' - 'device or other detécto to provide 'an -alarm fill slopes and approximate finish floor ' which will be audible in the sleeping area elevations for all structures and show Section 1210 elevations at all lot corners Section 302 (c) -' •' .- '. fl- - , - •- -•- -,-.- - ' .- - -•' - -- - 2 ' - • •• - - ' - 3/25/86 / 4 I * ,t ' C. R(XII SIZ. LIGHT, VENMATION AND MAZING '. 7. 'Dimensión.n the :plans, the 30" clear width : for water closet compartments and 24" clearance Habitable rooms, other than kitchens, shall . _:n front of water c1oset. contain at least 70 square feet of floor area. - Section 511 (a). '•. '; . Section 1207 (b). 25. Specify safety glazing for glazing in. Window area must be at least 1/10 ofthe eio-or 'area " hazardous locatioCs such as glass 'doors, giaiing and a minimum of 10 square feet per adjacent to such 'doors 'ánd.,glazing adjacent to Section 1205.(a). Appears to be deficient in walking surfaces. Section 5406. .-26. Glazing, in the same wall-'planeas a door, must be safety glazing if within 12" of the door and less than 60" above the walking surface, ,ñ. Openable window area in habitable rooms unless the glazing is leaded on faceted glass.: must be 1/20 bf the floor area and a minimum of' Section 5406 (d) 7_.:'"' 5 square feet. In bathrooms, laundry rooms and . .. , . . . similar rooms 1/20 of area is -required and Glazing in shower. and tub enclosures shall minimum is 1.5 sq. ft. (Sectidn 1205 (a)). •' be tempered,- laminated'orapproved plastic (including windows within 5 feet of tub or 1. At least 1/2 of the common wall. must be shower floor). Setion 5406 (d) 5. iiL+./iw.AX: open and have an opening not less thai..25 sq..... ft$ AJIN.bbL)I .V'f? •7H. 'ft. if light and ventilation is being supplied' (8) Sleeping rooms shall have a window or - from,an adjacent room. Section 1205 (a). exterior door for emergency exit.- Sill height shall not exceed 44" above the floo.• The 1. Required windows shall not open into a window must hve an openable area of at least roofed porch unless the ceiling, is at least 7' 5.7 sqpare feet 'with the minimum openable width 'feet and the longer side is at least 65% open. , 20" and the minimum openable height 24".,: Section 1265 (a). ' " ' . Section 1204. I.eDEOO,n *2 Dô6ii1ôr f3PPEAe- 4. 1-oe))rFLY. .'_•*• .'• '. , -- 2?'. Provide mechanical ventilati'on c'apable of 't 20. A mezzanine 'is an iitermediáte floor 'and: providing five air changes per hour in 'may not have a floor 'area exceed'ing33'1/3. bathrooms, skater closet compartments, laundry percent of the total floor area in the' room ' rooms and similar rooms if ,required openable below. The mezzanine floor must have a clear windows are.not provided. Section 1205(a). height of 7 feet, above-:and below; ind' must have - * -' •* , . ' the lo rg side open to the ioom below except for 24. No habitable room', .other than a kitchen; posts and protective'walis orràilings not . - shall be less than 7'0" in any dimension.' - exceedinj 42" 'in height Section 1716.' - - Section 1207 (c). - . . ' .•.. •, . / - ' ' - ' • 3).- The loft -you show does'ndt comply as a '2. Show that ceiling height for habitable •' mezzanine' floor and is, by Uniform Building Code - rooms is a minimum of 71 6". Section 1207 (a). . definition, a story. Section 1716. Show ceiling heit for laundry rooms, hallways, corridors, and- bathrooms is a minimum, of 71 0". Section 1207(a). ' ' - . * .4 * - * 4 DEXITS, STAIRWAYS AND RAILINGS Every stairway landing shall have a dimension, measured in the direction of travel, Floors above the second story shall,have' :at least equal to the stairway width. not less than 2. exits. Section 3303 (a). Section 3306 (g) - Required exit doorways shall be not less • . '.A door may open over a stairway landing than 36" in width and not less than 618" in . provided the ddor, in a position, does not height, and shall be capable of opening at least reduce the clear area the landing in the 90 degrees. Section 3304 (e) direction of stairway tiavel, to les than one-half the required width, of the stairay. 33 Provide 36" high protective railing for Section 330'6 .(g),._; porches, balconies, and open sides of.stair . landings. openings.between railings shall-ba. '.' 34. A door may open'- inward at the t4. step of a less than 6". Section 1711. W.Z' RPrJL)tJt stairway provided the top step is not more thai 7 1/2" lower than the floor level. 34 Show how guardrail connection details are Section 3304 (h) - equate to support 20 pounds per lineal foot at a right angle to the top rail. Table 23-'B. - 6. Provide details 'of winding stairway. L4iZ. Rg,L,tu. ' complying with Section 3306 (d) e Provide 'stairway and, landiiig details.,.,. ection 3306 (b) & (c). ' a. Minimum tread is-6 inches at any point and minimum 9 inches at a .point 12 Maximum rise 8" and minimum run is . , ' inches from where the treads are. 'narrowest.' Minimum headroom is 616" b.- Maximum rise is 8 inches Minimum Width is30" . C. Miniinum width is30 inches. 3/. All handrails per Section 3.306 (j), shall ' 'Provide spiral stairway details, per satisfy the following: ,.. ection 3306 (f): Provide handrail for stairways with 4. ' a. - Minimum , run is7 1/2 inchesmeasured or more risers., , , , at a point 12inches froiñ where the , are-the narrowest. Handrail shall be, 30" to 34" above the nosing of treads b" Maximum rise is 9 1/2 inches 'The handgrip portion of handrail shall,,c. Minimum headroom is 6 feet 6 inches. be not less than .1 1/4" nor more than 2" in cross-seàtionaldimension. - lequired 2. Spiral stairways may not be used for(See attached).' - . exits when the area served is' greater ' - ' • ' - than 400 sq. ft. -Section 3306.(f). . - - - . - , -- • .1", " - I' - •' : . -" - * 3/25/86''- • -- . • .- I-.. * - : '-•• - I . '-'• - , ' • - - *_.' 1 '' •. t -. I - :1 .• ' ., •• 'q A •V Spiral stairwys must have a clear walking /2 The maximum slope for a fire retardant : - space of 26 inchs between the column1and '-; builtupVroof,.with rock or grave1surfacing, is handrail, show dimension. Section 3306 (f). - 3 inches in 12 inch es, Section 3203.(e)"2. I/i. Provide I.C.B.0. Research Report and Number 53. The minimum slope for a fire retardant for metal stairway, or submit plans and ' - uilt-up 'roof *,with cap sheet surfacing, is 1/2 calculations and approved fabricator registered inch in 12 inches. Section 3203, (e) 3. with,the building department or note that -,the .-. 5It13.I-6 JUi Y,4 : /a PirZ 6 RETA1Th0P12E11'D. stairway fabrication shall be done under special , .I.' Specify minimum 1/4 inch per foot roof inspection per the approved fabrication plans. 'slope for drainage or design to support V V Section 306 (a) 4B and Section 306 (f) acc'imulated water! Section 3207 (a), Section 2305 (f) and Sectio2511 (d) 6. V 0. In buildings'over 2 stories in height, - V • ,V& V V provide 3/4 hour fire-rated assemblies for all ' . Show roof drains and Voverf lows.. V V V openings in the exterior wall below or within .10 V V Section 3207. V •• -*feet horizontally of an exterior stairway. An ' V exit balcony with 2 separated stairways is. . . V VV Proidskylightdetails to show compliance exempt. Section 3306 (1). , ' V with Sections 3401 and 5207 or provide I.C.B.O. V - V - te Exterior stairways shall not project into approval number. - 3 foot setback from the property lines.' V ; , V V V Plastic skylight must be separated from V Section 3306 (n). V V each other by at least 4 feet. V V . . Section 5207 (a) 6. V • 71. The walls and soffits of the enclosed. ' V usable space under interior stairs shall be.. 58. Show atti vehtiiation Minimum vent area protected on the 'enclosed side asrequired for,. is 1/150of attic area or 1/300 of attic area if one-hour fire-resistive construction. , at least 50% o • the required vent is at least 3 V Section 3306 (m). . feet-above4 eave venti-or cornice vents. Show V - required area antharea provided. NOi .S,1C OP L OFI Section 3205 (c). Ye'AITS ' V ' •' Specify roof slope:. V F. MAXN I V Roof slope is not adequate for roof type . 4. 'Provide fireplace construction details or V ' specified. Table 32-B; Section 3203 (h). ' 'note construction to be per attached fireplace standard drawing. Chapter,37. V Specify roof material and application. ipter 60. Show veneer support and coniections V V V ismic Zones.-3 and 4, comply with Section 3002, V 32. V •'• 4,.5; 6, and Section 2515 (a) regarding ties and V - * r #9 wire in horizontal joints-or show . • V• Specify I.C.B.0:or U.L. approval numbei ' construction tob Per attached sheets •' V V V Eor roof materials not covered'in U.B.C.,e.g., V 301 or 30-2. V VV V V • ' - V title, etc., Section 107. -. •, . V V V V - - .' 'V. • b_V V V -' V A V V V • •- - V V - V•'' ._.•. V • 4 * V . V -• . - V 3/25/86 • V V V - V V V. • V •V V V V' V' • - • V V -V - • - Show height and construction details of all Openings between carport and residence masonry walls. Chapter 24. -. requireself-c.lsing doors and stationary ,'__•\ windows Section 1214 (62) Note that cleanoüt openings shall be provided at the bottom of all cells to be grout 71. Show garage framing section, size of header filled over 4' in a single pour. Cleanout shall over garage opening, lateral cross bracing at be sealed before grouting,'af-ter inspection: plate line, method of bracing garage front, and Section 2414 (a) 8., holddowns if required. chapter 23. Show floor and roof connections.to masonry NOTE: Maximum shear panel ratio of height to walls. Connection shall resist 200 pounds per -width is.,3 1/2 to 1. Table 25-I. lineal foot or the actual design load, wh±chever - -, is greater. Cross grain tension or bending in . Doors may open into the garage only if the wood ledgers is not permitted. floor or landing in the 'garage is not moie than Section 2312 (j) 3..A. . 1/2" lower than the -door-threshold. Section 3304 (h). ' 0. Provide details for damp proofing the foundation walls, below finish grade, where -,. 73. Provide an 18" raised platform for any FAU, useable space exists on the interior side of the . water heater, or other device in the garage, - walls. Section 1707 (d). -. which may generate .a flame or spark, UMC Section 508;- UPC Section 1310 (a). 6. - Show a minimum 2" air space and flashing - - between planter and building walls. - H. FOUNDATION N IJnc1tS Section 2516 (c) 7.'a - - - - - - - -. Per soils report, note on the pin'the C. GARALE AND CARS soils classification, whether or not the soil is * expansive, and note the allowable bearing value. Garage requires one-hour fire protection on Sectiàn 2905 (c). the garage side of walls and ceiling common to - - the-dwelling. Table 5. B. Section 503 (dj. The foundation planLdoes not comply-with Qe-soil . . All elements.supporting floor above garage, report recommendation for this project. Please review the report and modify design, - including walls supporting floor joists, to have notes and details as rèquired5 to sho, one-hour,fire-resistive protection on the garage compliance. 1YPC/ LOT 0, i -05 - - side. Section 503 (a). -, - 3EE Ai'71CMEb. •: / - •. . - ' Show 1 3/8" solid core self-closing door, 6) Provide notes on - the foundatio plan - • listing the soils report recommendations for " for openings between garage and dwelling foundations, slab and building pad preparation Section 503 (d). - - - - Garages are not permitted to open' into a room used for sleeping purposes Section 1104 5 5 5 - S - - • -S. •• - • . -S . S S - - - - - -S's. -- - -. -. . - . - •5 --.• - - - - _, - . S - - - - ,. - -. -.. • 6 - S . - . - . -. ••SS , - - - S -* - • 3/25/86 - . - • - ' - -. - - - - - - - -. S - • - -. - . - S 55 - - -- .- - ---•- . - -: - - .-- . • -. - 'I .4 1 ' 7 3/25/86 • . 4 I I - I The soils report recommends excavations be Show foundation sills to be pressure reviewed by soils engineer. Note on the &eated,.àr equal. Section 2516 (c) 3. foundation plan that "Prior to the Contractor requesting a Building Department 'Foundation 9i. Show foundation bolt size and 'spacing. Inspection, the soils engineer shall advise the ' /S6ctior2907 (e). building official in writing that: '. Specify size, I.C.B.O. ñümber and Lacturer 1 the building pad was prepared in of power driven pins Show edge accordance with the soils report; . - ' and end distance and spacing. Section 306 (f). the utility trenches have been . . .• . properly backfilled and compacted,' - 4. If required,by structural calculations,., - and; .. . '. - show size,imbedment and location of hold down anchors'on foundation plan: Section 2312 (f). the foundation excävations,formings - ajd reinforcements comply with the ' '. If hold downs are required by calculations, soils report and approved plan".-, .. note on plan that hold dowh anch6rs must be tied in place prior'to foundation inspection. Show height of all foundation walls. . Section' 305 (e) 2. Chapter 23. • ' ' . - . I. /9. -retained earthon Show adequate fotings under all bearing . Show height of all. walls and shear walls. Section 2907 (b). foundation walls. chapter 23. '.,. ?o. If cut or fill slopes exist, show distance' Show ?fl.the elevations, stepped footings for álopes steeper than 1:10. of foundation to edge of cut or fill slopesand : Section 2907 (c). .r show steepness and heights of cuts and fills. Chapter 29. 9/4. Show minimum 18" clearance from grade to - - 66ttom of flooi joists and minimum 12' : Note on plans that wood shall be 6" . clearance to bottom of girders. minimum above finish grade. - Section 2516 (c): Section 2516 (c) 7. .. :. - . '. Shw pier. size, spacing and depth into , 82. Note on plans that surface water will drain undisturbed soil. Table 29-A.- ay from building and show drainage pattern and key elevations. Section 2905 (f). . 9A. Show minimum urtderflooraccess of 18" x • 214"; Section 2516 (c). .. 7 13. Dimension foundation per U.B.C. Table 29A: - . I • •' 9/. Show minimum-underfloor ventilation equal Floors . o 1 sq. ft.' for each 150 sq.-ft. of underfloor Supported* Stemwall Width Depth area. Openings 'shall' be as close to coners as 1 6" 12" 12" • practicabl and shall rovide cross ventilation '. 2 8" - 15" - 18" on at least two approximately, opposite sides. 3 10" 18" 24" Section 2516 (c) *Foundations may support a roof in addition to 14 the floors. Where only a roof is supported, use • ' - -. . foundation for one floor. . .,. . • - ' - -, ' I - • - I -- - • - • .. 'I •, - I. •'P • 1 - .. _••'I' '-_ - - - : -' '' * . .'• - V , Specify that posts embeddedin concrete Show 1/2" minimum clearance between top shall be pressure treated per UBC Std No 25-. plate of interior partitions and bottom chord of 12 Section 2516 (c) trusses (To ensure loading will Was deied). I FRAMI* - ,- Show double tap' plate with minimum 48" 96. Show wall bracing., Every exterior wood , - lap splice. Section 2517 (g) 2. s ud wall and main cross..partition shall be braced at each endat least every 25 feet of )46. Show nailing will be in compliance' with V length with 1 x 4 diagonal let-in braces or. Table 25-Q. V equivalent. Section 2517 (g) 3. V , . V , I.109- . Show or note fire 'stops at the following Note cross bridging or blocking. Floor V locations per Section 2516 (f): 'joists and rafters 12" 07r.more in depth shall be supported laterally b3i bridging at intervals not 7'. in conóealéd -spaces of stud walls and V exceeding 8 feet, unless both edges are held in V V partitions, including furred spaces, line. Sec. 2506 (g). t , at the ceiling and flooi- levels and at V 10 foot ihtervals along the length of $. Show blocking at ends and at supports of ' the wall. floor joists, and for.rafters at exterior walls; Section 2517 (d) 3.- . ,' ;Jp,( at all interconnections between V V V . concealed vertical and horizontal V - Show solid blocking at ridge line and at Iterior , spaces such asoccur at soffits, drop V walls on trussed roofs. ceilings and cove ceilings;,, V Section 2506 (g), Section 2517 (h).. V . * •- V S V V •V . . . c. in concealed spaces between stair pt). Show double joists. Floor joists shall be- . V stringers at the top and bottom of the doubled under bearing partitions running , ' run and between studs along and in parallel with the joists. Section 2517 (d)5. ,' - line with the run of stairs if the walls under the stairs are unfinished; lØl. Bearing partitions, perpendicular to V , and Joists, shall not be offset from supporting V V 5 V girders, beams, walls or,partitions, more than - V V V / in openings around vents, pipes,' ' the depth of the joist Section 2517 (d) 5. ,. ' ducts; chimneys, fireplaces and' , similar openings which afford a , 19/i. Show rafter ties. Rafter ties shall be V V passáge,for fire,at ceiling and floor V sjaced not more than 4 feet on center and be levels, with noncombustible just above the ceiling joists,. where rafters and r materials. ceiling joists are not parallel. Section 2517 (h) 4. Show stud'size and spacing. Maximum V V V allowable stud heights; 8earing wall: 2x 4 and 143. Show rafter purlin braces to be not less 2 x 6 101 ; Non-bearing 2 x 4 max. 141 , 2 than 45 degrees to the horizontal. V x 6 max. 20'. Table 25-R-3. VV V ' •V V V V Section 2517 (h) 5. * - V V - V V V, 'V Studs supporting two floors, a roof and V 11-iling must be 3 x. *4 or 2-x 6 at 16" o.c. - V Table 25-R-3. V * V ,'4 . V V V V '- V .5 • .5 V V V V 4 V - " 8 V 3/25/86 • lit , -' ', .'• . •: •- ': 110 Note an A I T C Certificate of Coliance Show on the plans all structural QU for glued laminated wood members shall be given 4 irements developed in the structural to the building inspector prior to erection. 'calculations. • V. Section 306(f). . . ' •'.• . Columns and posts located on concrete or isonry illDetail' all post to beam and post to Qooting floors or decks'exposed to the weather connections and reference the detail to or to water splash or in basements and which the plan. Setion 2516 (m). support permanent structures shall be supported V by concrete piers or metal pedestals projecting 1/2. Detail shar transfer connections, abve floors unless ajroved wood of natural including ,roof and floor diaphragms, to shear resistance to de'cay or trated wood is used. walls Section 2513 Section 2516 (c) 4 Specify nail size and spacing for all Individual concrete or masonry piers shall shear walls, floor and roof diaphragms project at least 8 inches above exposed ground Indicate required blocking Maintain maximum unless the columns or posts which they support diaphragm dimensin ratios. (Tabls 25 I, .3, K) are of approved wood of naturil resistance to ' and Section 4713, (d). decay or treated wood is'used. . V Section 2516 (c) 4 . V Show- 3" x 415 or 2" x 6" studs in first V ' •, V * story of three story building. Table 25-R-3. 1 Show location , - of attic access' with min "*- imum size 22" x30". Section 3205. I.P. Provide truss -details and truss calculations for this project ]5 Show draft separation for attic areas between units in a duplex Section 2516 (f) 6. Provide roof framing.plan and floor , V iaming plan. Section 302 (a) 7. V V ' 1. Wood stud bearing walls, with studs at 24" V , - o.'c., require3 ea. 2 x 4 or 2 ea-2 x 6 or 2 V 1f7. Provide framing sections through . ea. 3 x 4 top plates if' supporting either floor I V ' . • V ' • members or roof trusses that are spaced mor ' than 1611. o.c. and do not bearwithin' 5" of the V • V •, supporting stu&t Section 2517 (g) 2. V - • • • - 14. Specify plywood -grade and panel Section 320 (a) 7 identification index Table 25-N Specify all header sizes for opening over V 1j8 When 'oof pitch is less than 3:12, design 4' wide. Section 2517 (g) 5 ' ridge as a beam. Section 2517' (h). 119 V V Provide calculations for main vertical and horizontal frathing'membrs footings. '' If foundation cripple wall studs are less and post than 14" fraininj shall be solid blocking. ' Section 302 (a) 7 -SEE 2517 (g) 4 Provide calculations for lateral loads, seapanels, shear transfer and related. V VV - :• Section 302 (9) 7 V V V Q2) Pow.06 (J5 op rLvo -ft1373 ' R7)I)I)FDrA) V . .11' V • V IV L •VV' V V • V ¶ V V ••V 9 . - . V V ' 'V V V •, V.. •* ' .,- • . • ' 'V V 3/25/86 .•-• 'V - ' V •• . V ' V 'V V V V Vt V V V V •' • ' VS - * 'V - "•- 10. Cripple wall studs exceeding 4 feet in i.- Show minimum 30" deep unobs€ructéd' working height shall be 3 inch by '4 inch 0r2 inches by space in front of furnae. Section 505, UMC. 6 inches when supporting 2 stories. Section 2517 (g) 4. - i,{., Note on plans, clearances to be per. - -• manufacturer's listing.- Section'504, -C. 1L/1. Show plywood sheathing over exposed eaves, ' - -. or other weather exposed areas, is exterior 1)12. Furnace shall not' be installed under any 'grade. Section 2516 (g) 3. ' stairway. Section 704,-UMC. 12. Show a weep screed at the fundation plate 1)13. Furnace' shall -nbt be installed in an' - line on all' exterior and stud walls to be 'bedioom, bathroom or in a closet 'or confined stuccoed Section 4706 (e) space with access only through such room, unless - , secified as'direct vent appliance, enclosed 1/3. Show corridor width to be minimum 36". - furnace or elctri heating appliance. 'ection 3305 (b). - ., Section 704, UMC. Specify truss layout for 301"x3011 .attic - - - 1/4. Show I.C.B.0. aSprovalrnimber for prefab - access. , ' - - fireplace. - - -- - 13A. Ridges, hips, and valleys shall be at Show access to theattic or underfloor FuUr_nce least one size larger than supported rafters. to be minimum 30 inches by 30 inches. - Section.2517 (h) 3. "Section 708 & 709.UMC. 16. In open- beam constriction; provide strap 146 Note that passageway to the attic furnace s across the beams at the ridge support. -' •, -- s 11 be uiiobstructed and have-continuous Colid Section 2501 (b).' flooring not less than 24 inches wide. " Section-708, UMC. J. MK(ANICAL - ' - 147 Show permanent electrical outlet and All heating, ventilating, and cooling systems lighting fixture controlled by a 'switch for the and appliances shall comply with the Uniform . - attic furnace. Section'308, UMC. - Mechanical Code. ' ' .-' ' - ' - - - . • - 5 1/8. Show details to comply with Section 709 137 Show the size, location and type of all for furnace under the floor, or Section 710for' heating-and cooling-appliances or systems. , -roof or outside' furnàce. - (l3) Show source of combustion air to furnace, - (it) Note on plan: Gas vents and per Chapter 6, UMC. - - ' - S noncombustible piping -passing through three - • - - '•floors or less sha11'be effectively draft'.' it. Every dwelling unit shall 'be provided with - ' stopped at each floor or ceiling.- Mating facilities capable of maintaining a-room UBC, Section 1706 (á).6.' -- : - - - temperature of 70 degrees F. at .3 feet above the - - - --• - - . --- • , S - floor in all habitable rooms. Show basis for ' . - -' ' - ' - ' • -: - compliance. UBC, Section 1211. 'S - - - - ' - .•, - - -- -- - - S • - - -- • S -- I S • - S - • - -' •,. 10 -- - . 5 -' ,•,,t • . • S - 3/2.5/86 • - 5 5' - : - - - -- - S.. - S - S -I, 4 - K .ICAL (NATIONAL ELEcrRICAi CODE) Fuel combustion water heater shall not be ,48 installed in bath or bedroom or in a closet All wiring shall comply with the National opening into bath or bedroom Electrical Code UPC, Section 1309 Show on the plan the amperage of the $eectrical',service, 01 1/9 Provide adequate barrier to protect water the location of the service heater from velucledamage UPC, Section 1310 panel and the location of any sub-panels / S 44 l,$1 Show location of all electrical 160.'-Show T and P Valve on water heater and ' SE w route of discharge line to exterior' receptacles UPC, Section 1007,'(e).. 152 Electrical receptacle locations and/or - spacing is not adequate in J I2Rm 161 7 Provide dryer vent to outside . Section 1903. D)n),A)CpcnMflDJR/TCfr5gI3Ale 4P7I - - 162 Note on the plan that hose bibbs and lawn sprinkler systems shall-have approved backf low prevention devices UPC, Section 1003 l3. Show at' least one convenience outlet other - .4. than outlets for laundry, etc., outdoors, in I -. S S ]f3. Shower stall shall accommodate a 30" garages and basements. NEC, Art. 210-52. . circle ana have a minimum floor area of = 1,024 sq in UPC, 909 (d) 154 Note convenience outlets in bathrooms, , outdoors, and i %n garages and basements (other M ?I)ISE INSULAlION (IXJPLES) than for laundry and similar equipment) shall be -GFIprotected, NEC, Art. -210-8. Y . 17.. Show details of duplecoamin (arty) . i--- wails and floor/ceiling assemblies to achieve a 155 Note electrical system ground to be Sound Transmission Class (STC) rating in walls provided per NEC, Art 250-81 of 50 deciblesand on Impact Insulation Class (IIC) rating on floor/ceiling of 50 decibles L PLUMBING (UNIFO4 PLUMBING (XM)E) Title 25 ' () Show water heater size type and location l Show how penetrations of assemblies for on plans UPC, Section 1310 p{ping, electrical devices, recessed cabinets, bathtubs, soffits, or heating ventilating, or Show source for providing combustion air ~O~fuel exhaust ducts shall be sealed, lined, or burning water heater. If wall opening insulated to maintain required sound in an enclosure are used, at least one-half of transmission rating Title 25 the required opening area shall extend into the upper twelve inches of the enclosure and Provide insulation in walls and ceiling to one-half within the lower twelve inches - achieve STC of 50 between garage and living area UPC, Section 1307 -, if garage use is not controlled by resident . •.. . Title25. - - 4 i 8 1 - 51. -. . . •( 55 - . '5 4 ( 4 '4 4. 5- . * 11 3/25/86 .- 5 -S -. ..' . - :,, -; . - .5 .• . -. • - -S • - S - .44. •-t ,* 5_ 5 . . . - - 4 N IY ()NSERVAfl0N PLEASE READ Specify on the building plans all of the Z3datory energy conservation requirements as State regulations (California Admin Code) listed on the enclosure titled, "Mandatory require that the design satisy one of the Energy Conservation Rguirements". attached alternative energy packages or submit calculations. The law also requires Vthat many - - Show the size, type, make, model and iocation mandatory conservation items be satisfied of the space heating (or cooling) system and provide heat loss calculations if the Q':, Show on the Title Sheet of the plans, the output BTU/Hr. exceeds 45,000. required elements of the alternative energy - - package that was selected, and next to each o CI.SBAD S.F.D.-'& DUPLEX SUPPLEMENT element show how you-are complying with each element If calculations were used, provide 175 Energy conservation design should be for similar data on the plans. one 7 -. See -attached energy packages. 18 The plan sheet showing the required l/6 Floor drains must have auto-prime elements of the selected energy package, and (city policy) listing the design elements showing compliance with that selected package, must be signed by 177 Note exhaust fans cannot be ductless type either the owner or a licensed professional (city policy) i.e.,architect,engineer 01- contractor. A . design professional must note his/her state 1/8 New residential units must be pre-plumbed license number.'Section 1403 ofTitle 20. for future solar water heating. Note "two roof - jacks must be installed" where the water heater 169 Show on the plans the "R" value for the is in the one story garage and directly below walls, floors ceiling and related areas; • the most south facing roof Pi& I4DLL56 - (City Ordinance No. 8093). 0 âWCJ 170 Show double glazing as per Energy Design, on Glazing Schedule. - 179 Note "two 3/4" copper pipes iust be installed to the most convenient future solar 171 Show on the plan how shading requirements panel location when the water heater is not in ,a satisfied. one story gatage-and is not directly below the V most south facing roof-. V -. 172 The plans are not in compliance with the (City Ordinance No 8093) e ergy conservation compliance package selected or design calculations provided Show on plans 180 All piping for present or future solar conformance as follows:water heating must be insulated when in areas that are not heated or cooled by mechanical V P&CI' ('Pies. O'PV/!)O7. means (city. policy). V V V LiJ/+kW iAJ6PCi'? P)4'L7. /57?) ( 6 £ASEO V . V l.. Incorporate the waterproofing details; on V V V •• de attached Policy 80-8, where interior living space occurs below grade at the masonry V wall(s) 12 - - V 3/25/86 V , • -. V V. ; . - - I ' - V -V -. . -V - - .V - - •. V a182 Show .on the Title Sheet on he plans, the i ormation,required by the attached . - • Developmental Services Sheet 102683 All newresidential buildings, including additions, require a soils report. Please submit two copies. . 14 Heavy timber framing, minimum 6" x 10" beams and minimum 8" x 8" post, for the - structural beam and column supporting the fire . - . - -• separation between the garage and living area above, is acceptable if shown on the plans.-' k. (city policy). ' • - 45. Please see additional corrections, or remarks, on the following .age. The City of Carlsbad has contracted with Esgil .- Corporation-located at 9320 Chesapeake Drive, . - . .. . . Suite 208, San Diego, California 92123; .• . . . ;telephone number of 619/560-1468, to perform the plan check for your project. If you have any questions regarding these plan check items, - - please contact E/L15N - 1AJflL/(iE. - • .: -. *. . - . - at Esgil Corporation. If youhave any questions - - * regarding City Building pármit procedures, please contact Carter Darnell at the City .of - -. - Carlsbad, 1200 Elm Avenue, * - telephone 619/438-5525. . - . - •- - - Thank you. - - Enclosures: -- . - .. . . -•* .--.. . 1. 1ru&D ':- -- 2 C1? 3. . -* • - 0, - .* •0 . •: -i-. .- 13... * . - 3/25/86 * •. -- - . •' I - - - 1 - . 0 ** * 0 - H 0 *.• ,•. • I - • I. • : - DateiY4W/ -• CITY OF CARLSBAD -Prepared by •. C3 g B1d., Dept. WnI_X&e VALUATION AND PLAN CHECK EE Esgil F • - PLAN CHECK NO E -/'7? BUILDING ADDRESS. rj,v -5.7-- APPLICANT/CONTACT fli2,1)RS. R. PHONE NO.__Y -J1 • BUILDING. OCCUPANCY )3 /1?t. - DESIGNER PHONE 43 -'//O/ TYPE OF CONSTRUCTION -\/-W CONTRACTOR PHONE .• .• • - 4 • DATE ALAkA& OK TO ISSUE:h ENGINEERING LEGAL DESCRIPTION VERIFIED? r,G-' APN CHECKED? - PARK-IN-LIEU QUADRANT:' FEE PER UNIT io RIGHT-OF-WAY TRAFFIC IMPACT FEE PER UNIT EASEMENTS (7 K - DRIVEWAY IMPROVEMENTS FIELD CH DATE - INITIALS "REWER-i-1 oq-Q JeL MtLL& LCWj /A- LATERAL: JQ,JQ INDUSTRIAL WASTE PERMIT: GRADING PERMIT :-F—,/ I - GRADING COMPLETION CERTIFIED:__________ Lu INAGE ,/Q h all, b - ADDITIONAL COMMENTS OK TO ISSUE.DATE DPD2 DPD6 01/86 5TLicTaKL- *CA g.k< RtD-JC- -. I PLJThI C4EcJ< (TEt ITEM 1Th' E c'jJC Is LoC.-tEO ti-i i °--- r5 05E1 JLJ cALxLuL,r1J(. 11t-\)tUO LAIC'\L. ?tif? ti .1 . 2J - - _,,o oi-ii) (EfjJ5 ITEI4 - 1 AJAJECJ,J 4x4 Poor oil Z.E'u1.flO L) F'os-r (.e'/a)(o) = i4HEr-1E€-= I, U Yt . tZ - ST!UCT1KAL CALC U< RtD-JC-- I CJ-4EK IrEH.s ITEM (J -iTh Ff I oe.jJc- lS"LoCA€O 143 6LflLTJP R- I,7f+, tE sPo " I3 05E-) I LJ CALCjJLAT1 J(,' tTh-'otiJO L-PtEiL ?UQE- - i- C • ITJ4 C5 t s/C14) = (JO, J - DIQETtoO) V(I0 -8(aX6&)O4-) t -7O' E-uj DIWCTII Y IS(c4o 651C_) .- g-rEM •63 i&r?o,J -re 4x .•• • o J Fosi- &/z) (Zo) = '/t 1.e LACt' ce& la H . V4 x3 LEU. • .•- . 3 .",. • '- " BENTON ENGINEERING, INC - , APPLIED BOIL. MECHANICS - FOUNDATIONS .. .. • ( - S • 9540 RUFFIN ROAD ... - - '. .1 SAN DIEGO CALIFORNIA 92123 June 30, 1986 .. PHILIP HENKINOBENTON . .. • 4 '4_•'_ . PRESIDENT • CIVIL SNOINIER . . -. . - TCLIPHON. ($19) 565.1995 :•• .• Mr. Robert Buck 7530 Jerez Court, #13 Carlsbad, California 92008 - Subject: Project No. -. -, -4-•:- 86-6-25M -- , Moisture Contents in Subgrade Soils' , I Lot 547 of Costa Meauows Unit No. 3/L Carlsbad, California .r- .- , -. Dear Mr Buck .' -' -. . - - •• This is to report the -., , results of tests to' determine the moisture' contents of the soils in the upper three feet below finished grade in'the prbposed building area at the subject site in Carlsbad, California The soil-samples were obtained on June 27, 1986 and.the results' of the / moisture determinations are presented as follows ' ' • . '. Depth Below . - . • . • . . . ' , Existing. ; ' Moisture . ' Approximate Location . Grade in . Content, '' ' . • of Samples . •- , • Feet T. % dry wt Northwesterly 'portion of 1.0 . , 19.1 proposed building area ' 2.0 . 24 0 30 232 Southeasterly portion of 1.0 '.24.-4 proposed building area . 2.0 : '- . 22.5 ,' 30 226 It is' conclused from the field observations 'Of the various-soiltypes and the final results of the moisture determinations that the soils in- the upper 3 feet below - finished grade at the lOcations sampled have been, - - - sufficiently moistened to minimize ,the potential expansion of the soils, - ' ,.• . as recommended in our report under Project No. 71-7-17D dated October • 19, 1972.1- : It-is recommended that positive drainage, 6 inches of vertical fall in' - • 6 feet horizontally, should be provided around the perimeter the house of inlandscaped areas. Drainage systems should be provided to collect all • runoff from roofs and conduct the water in watertight pipes either into' • . - •.- . --- ••••7.• - -_•-t --- -- - • .: .- •-"-:' s fl - - • - - -- . - ' •- • :-- ''- --• - .--- ' - - - - 4 _• ".4-. •• - , - - ½ • - - - '-- • T.- 'a r • - • • • • - • I - - • ,' F - S - 3 5,. ,-< -: - • -: .. • Mr Robert Buck -2- June 30, 1986 Project No 86-6-25M the streets or storm drains. All surface drainage should be prevented from ponding adjacent to or running-over, the tops of slopes. Inlet boxes and watertight pipes should be installed when necessary to comply with •. the above requirements Respectfully submitted, BENTON ENGINEERING, INC S '1 -'S. • By 5 ' 5-. ....... . - R.C.Remer - : p,,. - - -'. 5' 11' • • .. Reviewed bYPhil Phil Bent j c vi r gineer RCE No 10332 Distribution (3) Addressee ........................................................................ .5 RCR/PHB/jer - - :,s ' . 15 - .5. . .. 5) • . • . .. F ' .. ''5 • - . '. F'. .- --. '. . ''• 'J•. S. ,• 'S * 'S I A -5 -I t ._5_ S - I 5- .5 •5 - • - S . 5- .5 - - • - - -, . • 5 5 . a '•_5 5 . -- - , -.- -. F - '5..' . ' - _•4 .; . .. .S. -. -. • F •• - S..- • • St. - __5 1, • .. -- ''l'• - ' . .,_4 ,. S.. , - - 5'- - . - .5 - - S.. •' I. 4- 4 .5. . __4 -S • . S - 4 5 A g • •,_ - - S - . - . . S . . 5... 3. . . S -. S .,. S. ..-',- '-'S • .--.-:-. .. - . . S • . . 1•' •• - . . . .5-- -- • -r. • • 'S * -, t - - - -. . ''."•' 5. -' • - - •. 5 5 • 'F - , . '5.' . , -.5 -, - - / • 5 .S • ' . - '__5 . .. BENTON ENGINEERING, INC. ' Pio1cct No. 7T-7-T7U ••i- (Jctobcr, IY, I'i/2 a Costa Land Company J B - Mnruwally [xpansive Soils Lots Lots 431 and 436 5281 5291 5301 535 442 to 445, indusive 5421 555, 560, 565 451,455 to458,Jhclusivo 5661 568, 569, 571 467 to 469, tncluivo 572 and 573 488,511 Typo C- NoneJ)ansivc_Soils Lots S 541, 55's, 559, 1 562 56/1 5771 59 1 and M33 It is rcc rc.ndd that thc fol luvint special d tgn and caution L. Id cn for the iouscs to be cc,nstwcled on thàbve lots in oiJdi to r.inlmizctIe possible daracij.kig ci fcct due to diffciLrsticl , i ILUIS of thv pu4 ni tally L(pa tsve oi k i>pcALots Avoid Ox usc of isolated mtcrior piers. Ue continuous Interconnected roinfoiced foatins thioujhuul,, and place these ata minimum dcpihi of Iwo feet bclovi the lowest adjacent cxIi iOF final grouit1 uifucc . Roinfoico and interconnect conttinuouIy ithi steel Lai all interior and exterior foot injs with ono :5 bat at 3 inchie' above the bttorn of tic S footings and one /15 bar placed, 1/2 inches below the top of-the stems of the footings. Exorcise every effort to asuro that the moisture content of the soils in the upper 18 inches below finished grade is 1 percent-lo 3 percent grcatàr thin oohmum at the tuno of placiti j foundations and slabs. 4 Raised woodLn floois that span between continuous Foot inqs ore best, or u e S cohcickslubs with at least (xó -10/10 'welded wire reinforcement orda minimum of 4 inches of Lruhed mock 3/4 to 1 inch in .size beneath all concick slabs. A moistuiL kciri-ior should be provided ovci Ihc emushed mod and this should kc covete d '. it Ii 2 finches of sand be low con Li etc slobs'. s 5. . S pcJrat&Yfjcila(Jc slubs fioni orkiiaIor footings by a 1/2 inch tlticJncss of S construct i6nfe It or equivalent, to allow independent movement of gago slabs relative to pcmimotor footings Assuro compinto separation by extonding tho felt over tho full depth of the front thickened edge of the garage slab. Also, cut oil thto garage doorstops at least 1/2 inch abovo tho slab .5 *• S .. .. . S S , N'''!. INC. . S. Project No. 71-/-1/D •..Uclobcr IY, IY/Z La Costa Land.Company C 6.0 Provide positive droinogo a.iy from all perimeter footingswith a vertical foil of at least 6 inches in a horizontal distance of 5 to 6 Feet outside the house wc,IIs '1 1Q AJ f/ /T P A. AJ Typo _B Lots Those lots lsted as TypcB lots should follow all the above-listed rccrnrncndations w1ththo two following cxcptions L The continuous footings may bo placed at a iinimurn depth of iiches below the lowest adjacent xIcrior final ground surface rather tKanp1he t wo feet recommended for iypo A lots 2. Single 114 bar placed as directed (above) rcur tops and boitom of oil interior criJ e>cri M I tin ilo)' La .u5tittcd'foi Ihi 5 ' bare .,- recommended for iypei- lots. P.,eaomridti:L3 1o6, inclusive, as listed 1 the Type A lots, aic also applicable, to the' Type B Only no ;;r.si 'c soi I conditions were ohs:rvcd in the upper I lirec feet on I he" Type C lots and thcrcforc speially dcsincd footings and slabs wiIl required on thcc lots. Re.spectliJlysubnittcd, 1 BENTON ENGINLEfINC, INC. By P. C. Rcnc_r Reviewed by Philip H LLn(on, Civil LnLjlricor Distr (4) AJJieseu - (I) Rancho La Cota, Inc. Attontion Mr -Burton I. Licinor (I) Rick Engineci ing Company ) (2) Son Diego Cöurhy Building Inspection, Vista Office (2) Department of County. [nginecr () Attention Mr. H M Taylor () Attention Mr. Joo Sovolla (2) City of Carlsbad 4. Department ofBuildin(J Inspection RCP/PFIB/ow * - •.Yt.J I P.CII I DLJt I2C -. Project No. 71-7-17D - Lv Costa Land Company Test Number - .. 361 Po404,inclusive 405 to 456, inclusive 457, to 507, inclusive 508 to 538, Inclusive 539 to 570, inclusive 571 to 621, inclusive 622 to 675, inclusive 676 to 701, inclusive 702 to771, inclusive 772 to 835, inclusive 836, to 905, inclusive 906 to 924, in 925 to 930, Inclusive 931 to 935, Inclusive ... *8OR1 October 19, 1972 Week Ending * October 2, 1971 October 9,'1971 October 16, 1971 - -. October 30, 1971 November 6, 1971 November 13, 1971 November 20, 1971. S November 27, 1971 Deàernber, 4, 1971 December 11, 1971 December 18, 1971 December 25: 1971 July 15, 1972 July22, 1972. The final results of tests and observations indicate that the compacted filled ground:has been placed at 90 percent of the maximum dry density or greater. it has been determined that the. Pill materials, compacted to 90 percent of the maximum dry density, have a safe bearing value ofil930ounds per square Foot for, one foot wide continuous footings founded at a minimum depth and placed five feet or more inside the top of compacted filled ground slopes. If footings are placed closer to the exposed slopes than 5 feet inside the top of compacted filled ground: slopes, these should be deepened one foot below a 1 1/2 horizontal to 1 vertical line projected outward and downward from a point 5 feet horizontally inside the top 'of compacted filled' ground slopes. Tests indicate that the compacted filled grOund is adequate to satisfactorily support the proposed wood frame dwellings without detrimental settlemints. Expansive clay, silty clay, and sandy clay soils were placed in the upper three feet in certain compacted fill areas and also exist in the upper three feet below finished grade In certain cut areas. The final classifications of the soil conditions existing on each lotaré presented as follows: *5 Type A - Critically Expansive Soils Lots - -. 531 to 534, inclusive •536 to 540, nciJye • 1543 to 155 , ______ 554, 556,' 5 '558 563, 564, 570, 574 575,576 ,• 578 to 581, inclusive * 584 Lots 413 t6430, inclusive 432to 435, inclusive 437 to 441, ' Inclusive 446 to 450i inclusive 452to 454, inclusive 459 to 466, inclusive 470'tb 487, Inclusive '.489 to 510, Inclusive / 512 to 527, inclusive ENTON ENGINEERING INC ) -/ 7 Project No. 71-7-17D 4-. October 19, 1972 ) La Costa Land Company Type B - Marginally Expansive Soils Lots Lots 431 and 436 528, 529, 530, 535 442 to 445 usie, 542; 555, 560, 565 45 455 to4 clusive 566,568, 569, 571.- 4674;74677inclusive 572 and 573 488, 511 Type C - Nonexpansive Soils Lots 541, 553, 559, 561, 562 567, 577, 582, and 583 It is recommended that the following special design and precautions be taken for the houses to be constructed on the above lots in order to minimize the possible damaging effects due to differential movements of the potentially expansive soils. iypeioJJl Avoid the use of isolated interior piers Use conhnuousintercnnected reinforced footings throughout,1 and place these at a minimum depth of two feet below the lowest adjacent exterior final ground surface. Reinforce and interconnect continuously with steel bars all interior and exterior footings with one #5 bar at 3 inches above the bottom of the footings and one #5 bar placed 1 1/2 Inches below the top of the stems of the footings. Exerc Ise every effort to assure that the moisture content of the soils in M013r4,r.R y- the upper 18 inches below finished grade is 1 percentto 3 percent greater PR,v 3Nro,y-,y than optimum at the time of placing foundations and slabs. 4 . Raised wooden floors' 1hot span between continuous footings are best, or use concrete slabs with at least W-;10/10. welded 7 wire reinf'orcementond a minimum of 4 Inches of crushed rock 3/4 to 1 inch in size beneath all concrete slabs. A moisture barrier should be provided over, the crushed rock and this should be covered with 2 Inches of sand below concrete slabs. 5. Separate garage slabs from perimeter footings by a 1/2 inch thickness of construction felt or equivalent, to allow independent movement of garage slabs relative to perimeter footings. Assure complete separation by extending the folt Over -t6 Ml 'depth at the front thickened edge-of thigage slab Also, cut off the garage door stops at least 1/2 inch above the slab. ..,' 1 . .. . GENTON ENGINEERING INC ---I Protect No. 71-7-17D -4- October 19, 1972 La Costa Land Company 6. )Provlde positive drainage away frm all perimeter' footings with a / vertical fall of at least 6 inches in a horizontal distance of 5-to 6 feet outside the house walls. Typ&B Lots. Those lots listed as Type B lots should foHow all the above-listed recommendations with the two following exceptions The continuous footings may be placed at a minimum depth of 18 - inches below the lowest adjacent exterior final ground surface rather than the two feet recommended for Type A lots. Single #4 bar placed as directed (above) near tops and bottoms of all Interior and exterior footings may be substituted for the #5 bars recommended for Type A lots. RecommendatIons 3 to 6, inclusive, as listed for the Type A lots, are also applIcable to the TypeB lots. -' Only nonexpansive soil conditions were observed In the upper three feet on the Type C lots 'and therefore specially designed footings and slabs will not be. required on these.lâts.. Respectfully subm1tted, BENTON ENGINEERING, INC. By R. C. Remer l000f Reviewed by Philip H. Ben6, Civil.Engineer Dlstr, (4) Addressee (1) Rancho La Costa, Inc. Attention: Mr.. Burton L. Kramer Rick Engineering Company San Diego County Building Inspection, Vista Office (2) Department of County Engineer (1) Attention Mr. H. M. Taylor (1) Attention Mr. Joe Sovella (2) City of Carlsbad . Department of Building Inspection RC P/ BENTON ENGINEERING INC c - - .a,•-. - 4 U LEUCAD f A C:UhIfIYY - APPI. lEAF IOU FOR SEWER SERVICE r-, • David Barron - - Phone t'Io 231-1418 Na -i 1 i n Address - 111 Elm St, - suite 304 - - - SEWER PERMIT ISSUED UPON San Diego, Ca 92101 P'"'EIPT OF BUILDING PERMIT Ser vice Address PERMIT MUST BE Tract Description: -lot 547 La Costa Meado.ws ,3 Jo _AppLIED FOR Assessor's Parcel No 215-380-06 ijpe of Building Sf No Units 1 Connection Fee 600.00 - .. - _lI . - -- pre-pd (200.00) I.atm'al -Si'.,e: 4 6 8 U Saddle Easement Connect ion' Fri r a F ooi -iqe P $ Extra Depth:@ $ _______ _,ateral Fee Amourti Rec 't $4 XD Prorated Seie (L No./Cash Service Fee Total S Re'dBy The application iiust be signea by the owner (or his authorized repr e s e n t a t i v e ) o f the property to be served: Thetotal charges must be paidto the Distri c t a t t h e time the.aip1ication is submitted. * If a service lateral is -required, it will he installed by the Leucadia County Water District. The service lateral is that part of the sewer syste m t h a t e x t e n d s f r o m the main -collection line in the street (or easement)to the point i n t h e s t r e e t ( a t - or near the applicant's property line) where the service lateral is conne c t e d t o the app] iiant's building sewer. The applicant is responsible for the c o n s t r u c t i o n , at- the applicant's expense,'of the sewer pipeline.(buildingsevser) from t h e a p p l i - cant's plumbing to the point -in thestree (or easement) where a c o n n e c t i o n i s m a d e to the service lateral.- : -- The' connection of the applicant's building-sewer to the srvice l a t e r a l s h a l l b e made by, the applicant at his- expense. The connection must be m a d e i n c o n f o r m i t y ; with the District's specificattons, rules and regulations; and I T M U S T B E I N S P E C T E D AND APPROVED BY THE DISTRICT BEFORE THE SEWER SYSTEM MAY BE US E D B Y T H E A P P L I C A N T . THE APPLICANT; OR HIS AUTHORIZED REPRESENTATIVE, MUST NOTIFY THE DISTRICT AT T H E TIME INSPECTION IS DESIRED. ANY CONNECTION MADE TO THE SERVI C E L A T E R A L O R C O L L E C - TION LINE WITHOUT PRIOR APPROVAL ANDINSPECTION BY-THE DISTRICT W I L L B E C O N S I D E R E D INVALID AND WILL NOT BE ACKNOWLEDGED. • . - - .• - The prorated éwer service- fee is based upon the date the Ditrict estimates that service will begin and covers the balance of the fiscal year. • There will be no - additional fee or.refund if serviceactually commences on a different d a t e . - For. succedirrj liscal.'years, the se-;er.service.fee will be collected on t h e t a x r o l l in the- same manner as property taxes. - -- - - - -, - - The undersigned hereby agrees that the above information given :j5 correct and agrees to the cond-itions as stated. - - • - . - - - - -. . - - .. . -- • -- -' •-. - - - -- . '• . - s&o'' -ì ' \ / O;nr- s Sirjrture . Date Account No. - -- . -- . -- . • -,---•. LEUCADIA COUNTY WATER DISTRICT APPLICATION, FOR SEWER SERVICE The application must be signed bythe owner (or his representative) of the property to be served. The total charges must be paid to the District at the time the application is submitted. APPLICANT MUST SUBMIT EVIDENCE OF BUILDING PERMIT WITHIN 60 DAYS. FAILURE TO MAKE SUCH SUBMITTAL WILL RESULT IN AUTOMATIC CANCELLATION OF THE SEWER PERMIT. THE SEWER CONNECTION FEE LESS A $50 ADMINISTRA- TIVE FEE WILL BE REFUNDED. A six-month construction period shall be provided and sewer service charges for the bal- ance of the fiscal year shall be collected at the time of application for sewer permits. Sewer service charges for subsequent .fiscal years shall be collected on the tax roll in the same manner as property taxes. If the six-month construction period extends into the sub- sequent fiscal year, a prorated sewer service charge for that fiscal' year shall be collected on the tax roll in the same manner as property taxes. The full sewer service charges fo all subsequent years shall be collected on-the tax roll in the same manner as property taxes. There will be no additional fee or refund if service actually commences on a different date. The prorated sewer sexvice charge shall not be required in those appliäations for sewer permits for subdivisions. Such applicants shall be required to notify the District, on forms provided by the District, of escrow closings, on individual properties within the subdivision. Sewer service charges shall commence upon close of escrow and .iill be the responsibility of the buyer. If a service lateral is required, it will be installed by the Leucadia County Water District'. The' service lateral is" that part 'of the"sewer system that extends from the main collection line in the street (or easement) to the point in the street (at or near the applicant's property line) where the service lateral -is connected to the applicant's building sewer. The applicant is responsible for the construction, at the applicant's expense, of the sewer. pipeline (building sewer) from the applicant's plumbing to the point in the street (or easement) where a connection is made 'to the service lateral. The connection of the applicant's building sewer to the service lateral shall be made by the applicant at his expense. The connection must be made in conformity withthe District's specifications, rules and regulations;'and IT MUST BE INSPECTED AND APPROVED BY THE DISTRICT BEFORE THE SEWER SYSTEM MAY BE USED BY THE APPLICANT. THE APPLICANT, OR HIS AUTHORIZED REPRESENTATIVE MUST NOTIFY THE DISTRICT AT THE TIME INSPECTION IS DESIRED. ANY"CONNECTION MADE TO THE SERVICE LATERAL OR COLLECTION LINE WITHOUT PRIOR APPROVAL AND INSPECTION BY THE DISTRICT WILL BE CONSIDERED INVALID AND WILL NOT BE ACKNOWLEDGED. The Inspection Deposit will be refunded upon the completion of satisfactory inspection of the connection to the District's sewer system. The inspection deposit shall not apply in those cases in which the applicanthas paid plan check and' inspection fees for a subdivision. OWNER'S NAME: Robert ."Buck MAILING ADDRESS: 7530 Jerez Court CONNECTION FEE LATERAL SIZE: ; EASEMENT: EXTRA FOOTAGET @$ /Foot EXTRA DEPTH,: W /Foot LATERAL FEE INSPECTION DEPOSIT PRORATED SEWER SERVICE FEE TOTAL AID BY: CASH CHECK NO. RECEIVED BY: W.V. Roehi $ '.Carlsbad, Ca;. 92008 PHONE NUMBER:942-6321 . SERVICE ADDRESS: 2819 EsturionStreet LOT 'NUMBER: 547 TRACT DESCRIPTION:La CostaMeadows# 3 ASSESSOR'S PARCEL NO:215-380-06 TYPE OF BUILDING 'S.F.D. NO. OF UNITS 1 50.00 57.00 $107.00 The undersigned hereby agrees that the above information given is correct and agrees to the conditions as stated. Suppl I4di ' '7-2-86, ' ,, e.. to Owner's Signature - Date Account No. SAN MAROOS, UNIFIED SCHOOL DISTRICT PROJFCI' SERVICE AVAILABILITY LE1'I'ER (Applicant fill in - print legibly) APPLICANT: t Phone No:gga ~ / Address:JeYe~._c*/3cc/s6 _C,?~-bO OM'IER: g herf Z_' Phone 'No. _ 7 / Address: -: -PJECr DESCRIPTION Aproject Address/Location d /4 Es-èi S roject Namef.4e4 S( y As had Cq., Project located on - Assessor's Parcel Numbers Assessor's Parcel No. (s): 1. I I I L L.L±i [ILl] 3. I LII ( Attach legal description ' if necessary) 2:1 I I II. I I[]Ii 4.1' I ri ILIl Census Tract No.________________ ' ;- Project Type (check one or more) - Housing Type No. of D.U. 's No. of Bedroais [I Minor Subdivision (IRA) Single *Family [I Major Subdivision (TM) Multiple Family Mobilehoae Units - Owner/applicant agrees to reconfirm this prd.ject with the issuing school district every 6, months unless such action is not required by the district. District Phone 619-744-4776 , Owner/applicant understand that the certification for school service contained iii this Project Service Availability Letter is no longer effective if the project is disapproved or if the con- ditional project approval (subdivision, nermit, or other conditional use processes) expires. The information , I have prre1 is correct APPLICANT's SIGNAT[JRE(,riI(r' Date -SAN MARC(S UNIFIED .SCHOOL DISTRICT CERTIFICATION OF SCH(X)L AVAILABILITY OR NON-AVAILABILITY Date: PC 1q17 DAY Lo.2 YR - TO: Cit:y of Carlsbad FROM: School District San Marcos Unified Grades Served: K12 1. [I School services and facilities are committed for this project. Services will be available concurrent with project need based on a secured agreement with the developer which has adequate financing and clear intent The termination date of the document is: See attached copy. 2.. The undersigned school district hereby certifies that it will be able toprovide adequate * school services and facilities to the above described project concurrently with the need of ' such project. Owner/applicant has paid the required developers fee. , 3 [I -The undersigned school district hereby certifies that it will not be able to provide adequate school services and facilities to the above described project concurrently with the need of such-,project because - __•.... DISThI REATI'S SIGNATURE - Date July 2,-_l986 TITLE Facilities Planning Phone- 744-4776 - YHITF-CIVIC ENTITY ' YFLLOW-DISTRICT PINK-OWNER/APPLICANT San Marcos u;iied School District 1 270 Son Mo cos Blud San Marcos Cahfornio 920692797 619 744 4776 I.. July 2, 19.86 0• 40•. 0• • tIEMORANDUTI OF AGREEMENT_ REFERENCE. 2819 Esturiori St, La Costa AI1X Lot 547 We, the owner or agent for the owner of the above-reference property, hereby agree to. pay $_78.n0-. . as a fee whlchwill satisfy. -the ol facili'ties requirements for scho , dedication of: land and fees. In exchange for this fee, the District will execute.the availability form for the-above-reference property. .-.:. -. .-. . . - •. -. Robert & Karen Buckt1/ 2 758 00 NAME AMOUNT RECEIVED 7530Jerez 't 3 Carlsbad, CA 92008. STREET •0 . .. BY . . ,. - • Jiy 2, 1986 . . -. TTY . . . . . DATE .4 TELEPHONE 0•• ,0 • .. 0 ORDER ON FUND CONTROL FUNDONTROL USE ONLY ECK NO. WESTERN OF SAN DIEGO CONTROL, INC 745 TIDELANDS AV .0. BOX H, NATIONA CITY A FO - LMN 1 AMOUNT DUE 2050. _~AYMENT OR PRESENT IN OFFICE VOUCHER NO: WESTERN NO 06491 2U PLEASEACH:TNVcS DATE_2 PAY TO: M4r' ADDRESS 2 75 ç ;FROM FUNDS HELD BY YOU FOR DISBURSEMENT ON JOB NAMED BELOW CITY, STATE ZIpCODE BUCK - • 0 LOT '547 LA COSTA M ACTUALLY FURFISHED BY THE PERSONS NAMED IES THA THE LABOR AND MATERIALS REFERRED TO HEREIN HAVE S FOR THE URPOSE OF OBTAINING PAYMENT, Z ~E ~ND WER ~USED N ~TH COMPANYBUCK ROBERT C KAREN