The URL can be used to link to this page

Home My WebLink About2624 OBELISCO PL; ; CB891424; PermitB U I L D I N G E R M I T Permit No: CB891424 012/Q'~9/90 16:42 Pro,ject No: A8902360 Page 1 of 1 Devel'opment No": Job Address: 2624 OBELISCO PL Str: Fl: Ste: Permit Type: RESIDENTAL ADDITION/ALTERATION K256 02/09/90 0001 01 0 2 Parcel No: 215-460-26-00 P-PRMT 455-00 Valuation: 52,716 Construction Type: NEW T7 Occupancy Group: Class Code: -Status:*'ISSUED, Description: 712 SF ADD 441 SF DECK -Applied :09/25/89 Apr/Issue- 02/09/90 Validated By: DC OWNER MALEWICZ, T. J. AND' MARY ANN Lic. 619 942-8793.- 2624 OBELISCO'PLACE---~ CARLSBAD, CA 92,0-09 Fees Required ***I-- Fee-s Co..lected & Credits, ------------------ v(-, / n) ----------- _. I ----- : ----- Fees: 725.00 C S\- Adjustments: Total !redit~. .00 1 Pa~~yme'ints 270.'00 455,.00 Ba.lan~(e"_)JD_ue: Total Fees: 725. Tot~ Fee de scription Units Fee-/Unit Ext fee- Data ------------------- -- --------- ------------------- .Building Permit 428.00- v Plan Check o 0~a 278,00 Strong,Motion Fee~ 4'00 BUILDING TOTAL -710 *.00. Enter "Y" for Electric Issue Pe' > 5.00 Y 10.00-REMODEL -0 Other ELECTRICAL TOtAL\($10 minimum/) .15.00 0 v~ A!PPROVAL INSP. DATE C I&E LEAR7ANG CITY OF CARLSBAD 2075 Las Palmas Dr., Carlsbad CA 92009 (619) 438-1161 PERMIT APPLICATION City of*Carl.sbad Building Department 2075 Las.Ralmas,0r., Carlsbad,,CA.92009 (619) 438-1161 EST. VAL 2 -7 PLAN CKDEPOSIT VALID.. BY bc~ 4 PERMIT TYPE DATE A - FlCOMMERCIAL -j UNEW TENANT IMPROVEMENT, .,B - []INDUSTRIAL [:]NEW [:]TENANT IMPROVEMENT 'APARTMENT. C - -,[:]RESIDENTIAL -C] CONDO E]SINGLE FAMILY OWE LLING DDITIO . N/ALTERATION OD6PLEX, DEMOLITION []RELOCATION (]MOBILE HOME [-]ELECTRICAL Ej PLUMB i NG [:]MECHANICAL 0 POOL EISPA E]RETAINING WALL CISOLAR C]OTHER 0057 09/25/89 0001"01 FOR-OFFICE USE~ML N 02 11 0 - 00 27 PROJECT INFOR PLAN'CHECK No. 6- qr- MATION' Add 1, uldiaor Sui e No AW NY.77sl Crib S etsA A UA LEGAL DESCRIPTION i Lot No. Subdivl&ion Name/Number Unit'No. Phase No. U71 6-0S;%, AA C=&Qt2W (9 MtT -44:~4 CHECKBIELOW IF WWIIIED: . . I . I I Energy CaIcs XStructuraCC (cs E]2 Soils Report []I Addressed Envelope a ASSESSOR'S FARCE L EXISTING USE. PROPOSED USE DESCRIPTION OF WORK fZ(Po(v\ S-T L-; rD*-f 6 C-f -> Pl_~ A-1\ 0 BLDG. SO. FIG. # OF STORIES 31. CONTACT PERSON 1\3 hk_ ADDRESS 0 NAME 6a664 B'~C/j CITY ~S T A T ZIP CODE SIGNATURE4r""4C!~~~~~ DAY TELEPHONE 3 -Cc-A-4`?_0 APPLICANT C] CONTRACTOR 0 AGENT FOR CONTRACTOR C]OWNER 0 AGENT FOR OWNER NAME ADDRESS CITY STATE ZIP CODE DAY TELEPHONE PROPERTY OWnER OWNER NAME rT La's '[]LESSEE E]TENANT IZ-641 I?- CITY AIVI -*Z3 1 4 STATE C_tC~-ZIP CODE DAY TELEPHONE CONTRACTOR NAME AL-+Iu L. 5c 4 M, I VF ADDRESS 110 ;L CITY-E: 1VC_tAJJ 7-ArS STATE 6 J- ZIP CODE 9?')-0 DAY'TELEPHONE 619- el f-2_-1C7/ 0 TE L~ . # LICENSECLASS C'ITY BUSINESS,LIC. # SIGNATURE TITLE DATE 7- nFSIGN CITY STATE ZIP CODE DAY TELEPHONE STATE LIC. # WORKERS' COMPENSATION . I - I Workers' Compensation Declaration: I hereby affirm that I have a certificate of consent to self-insure issued by the Director of Industrial Relations ' or a certificate of Workers- Compensation Insurance by an admitted insurer, or an exact copy or duplicate thereof certified by the Director of the insurer thereof filed with the Building,lnspection Department (Section 3800, Lab. Q. .INSURANCE COMPANY !~TA POLICY NO. 1149 EXPIRATION DATE 0 Certificate of Exemption: I certify, that in the performance of the work for which this permit is issued, [,shalt not employ any person in any manner so as to become subject to the Workers' Compensation Laws of California.. SIGNATURE DATE OWNER-BUILDER-DECLARATION Owner-BuiLder Declaration: , I hereby affirm that I am exempt from the Contractor's License Law for the,fo(towing reason: 0 1 as owner of the property or my employees with wages as their sole compensation, wilt do the work and the structure is not intended or offered for sale Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon,, and who does such work himself or through his own employees, provided that such improvements are not intended or offered for sate. If, however, the building or improvement is sold within one.year of completion, the owner-6uilder wilt have the burden of proving that he did not build or improve for the purpose of sate.). 1, as owner of the property, am exctusivel'y 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 bu ilds or improves thereon, and contracts for such projects with contractor(s) Licensed pursuant to the Contractor's License Law). I am exempt under Section Business and Professions Cc6 for this reason: (Sec. 7031.5 Business and Professions Co~~: Any City or County which requires a permit to construct, alter, improve, demolish, or repair anystructure, prior to its issuance, also requires the applicant for such permit to fite'a signed statement that he is licensed pursuant to the provisions of the Contractor-s License Law (Chapter 9, comnencing with Section 7000 of Division 3 of the Business and Professions Code) or that he is exempt therefrom, and the basis for the alleged exemption. Any violation'of Section 7031.5 by any applicant for a.permit subjects the applicant to a civil penalty of not more than five hundred dollars [$500)). SIGNATURE DATE COMPLETE THIS SECTION FOR NON-RESIDENTIAL BUILDING hRMITS ONLY: Is the applicant or future building occupant required to submit a business plan, acutely hazardous materials registration form or risk management and prevention program under Sections 25505, 25533 or 25534 of the Prestey-Tanner Hazardous Substance Account Act? C]YES NO is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? EDYES NO Is the fac.itity to be c onstructed within 1,000.feet of the outer boundary of a school sit e? YES NO IF ANY OF THE ANSWERS ARE YES, A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED AFTER JULY 1, 1989 UNLESS THE,APPLICAMT HAS MET OR IS MEETING THE REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AiR POLLUTION CONTROL DISTRICT. CONSTRUCTION LENDING.AGENCY I hereby affirm that there is a construction Lending agency for ,the performance of the work for which this permit- is issued (Sec 30970) Civil Code). LENDER'S NAME LENDER'S ADDRESS APPLICANT'S SIGNATURE I certify that I have read the application and state that the above information is correct. I agree to comply with all City ordinances and State taws relating to building construction. I hereby authorize representatives of the City of Carlsbad to enter upon the above mentioned property.for inspection purposes. . I ALSO AGREE TO SAVE INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JLIDGMENTS, COSTS AND EXPENSES WHICH KAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT- Expirlation. Every permit issued by the Building Official under the provisions of this Code shalt expire by timitation,and become null and void if the building or work authorized by such permit is not commenced within 180 days from the date of such permit or if the building or work authorized by such permit is suspended or ab;nd )-1 .. T, : A~atany ime after the work is corrviienced for a period of 180 days (Section 303(d) Uniform Building Code (1110'LICANT-S S. URE, 0 OWNER 0 CONTRACTOR r. ID APPR0VED,.:BY-. 6ATE:'~ -77, 0 WHITE: File YELLOW: Applicant PINK:-Finance 44 JA CITY OF-CARLSBAD INSPECTION REQUEST . PERMIT4 CB891424 FOR"03ZO4/91 INSPECTOR AREA TP DESCRIPTION: 712 SF ADD 441 SF DECK PLANCK# CB891424 OCC GRP TYPE: RAD CONSTR. TYPE NEW JOB ADDRESS: 2624' OBELISCO PL STR: FL: STE: APPLICANT: SATI,,OMAR 'PHONE: 61§ 75j-0420 CONTRACTOR.: LADNER, MICHAEL CONSTRUCTION PHONE: 619-942-0283 OWNER: MALEWICZ, T. J. AND MARY ANN . PHONE:' 619 1 94j~ ~879tp REMARKS: MH/MALEWICZ/931-0426 INSPECTOR SPECIAL INSTRUCT: TOTAL TIME: --RELATED PERMITS- PERMIT# TYPE STATUS CB900896 RAD ISSUED CB900373 RAD ISSUED CD LVL DESCRIPTION ACT COMMENTS 19 ST Final Structural ALO zc_~/__ .4eO&I V-1TA4/,0W, 29 PL Final Plumbing W& 39 EL Final Electrical 49 ME Final Mechanical INSPECTION-HISTORY DAT~ DESCRIPTION ACT INSP COMMENTS 022891 Final Combo CO PY NO.ENTRY 021991 Final ' Combo CO TP SAME CORR' ]EXISTS(SEE .5/90) 112190 Insulation AP PY 053190 Final Combo' CO TP LETTERS REQ AS PER COR 031290 Interior Lath/Drywall AP. TP Insulation AP 'TP FRAME PENDING ARC . T LETTER 030790 Frame/Steel/Bolting/Welding CO 030790 Rough Electric* CO TP 030290 Frame/Steel/Bolti'ng/Welding AP TP OK TO WRAP ONLY Rough'Electric NR TP 021490 Steel/Bond Beam AP TP ENG LUETTER FOR SOILS-REP 021490. Ftg/Foundation/Piers AP. TP ENG LUETTER FOR SOILS REP 0, J E2 47, 46 771- NN -4~, 'N Lit' fo) it lz ~_, w-nn—, 1.7 , X'N 7, p ~.~ ~~06 "kx irN S7, -FIELDREFORT. DATE 2 IP I ROJECT NO. L ~ PROJECT yn p k, Ott, LOCATION A 61ki, rto 'u Ce " 1(~,d CONTRACTOR OWNER, WEATHER TEMP. PRESENT AT SITE SUMMARYOF INSPECTION: 0 A 71 (Nyt q f 0 0 V/ 1-fl, -A ct CA' .'If, j, A-1 0 0 14, CLIf C 0 _Z/ AETHERINGT'GN ENGINEERING,, INC. SIGNATURE X5 SOIL'& FOUNDATION ENGINEERING ENGINEER ING GEQL:OGY - HYDROGEOLOGY (619) 931-11917 COPIES-TO: 5245 Avenida Encinas-Suite G Carlsbad, California 92008 CITYDF CARLSBAD INSPECTION REQUEST PERMIT#.CB891424 FOR. 05/31/90~ INSPECTOR AREA TP bESCRIPTION:' 712,SF.ADD + 441-SF,DECK LANdk#'C P B891424 OCC:GRP TYPE: RAD - CONSTR...,' TYPE'44'EiW JOB jADDRESS: 2624:~ 'OBELISCO PI; STk:- FL.: STE: ,APPLICANT: SATI, OMAR 'PHONE:!619. 7,53-0420 CONTRACTOR: PHONE': OWNER: MALEWICZ, T. J'.' 'AND. MARY ANN ~PHONE:' 619 94~~73 REMA~KS: tl/RS/TED/931-0426 INSPECTOR- SPECIAL INSTRUCT:, TOTAL TIME:~ .--RELATED PERMiTS-.-. PERMIT#. TYPE STATUS CB900373- RAD. JSSUED, CD LVL DESCRIPTION ~ACT COMMENTS 19 '~ST Final,Structural 0!9 'Z_e77eiS (2. 19f 'Anot- coz_ 29 OPI, Final,Plu.mbing 1?eA'~Z'440W IOA-01 4.1 'EL Final Electrical' I 39 49 ME Final Mechanical- INSPECTION HISTORY D~TE DESC . RIPTIO''N 'ACT INSP COMMENTS .03129'0 Interior'Lath/Drywali AP TP- 030,8,90 Insulation,, AP TP i,FRAME PENDING'ARCT'iUE~TER 030740. Frame/Stedl~Bolting/Welding CO TP 030790 RoughElectri-c CO TP 03'029'0, Frame/Steel!/Bolting/Wedding 'AP TP~ .!'OK TO WRAP-ONLY 030290 ' -Rough Electric 14R T~P 021490- Steel/Bond Beam AP TP ENG LUETTER FOR--SOILS,,REP 02149.0 Ftg/Foundatiq~#/Pi6rs AP TP ENG LUETTER FOR SOILS REP. ......... . ova 77 :-::Z v ------ - --- All SIL A40- 1q;L w 1- 23 4, Vd-. ION I .6AP~- .11 J'A 4-y" . .......... 4y10 6 ----- ------- el 10L xe owiv 70 ell -7 4, 0 e- 44 ESGIL -CORPORATION 932,0 CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA.92123 (619) 560-1468, DATE.: URISD LCTIO JURISDICTION: CIT CA.Iz~Ls h:~Ab Nj ~'E C ~N DFILE COPY. ,PLAN ,CHECK NO: SET: nUPS [jDESIGNER PROJECT ADDRESS: 2- z Lt- e Lisr- 6) L A (f r-~ -PROJECT NAME: T 7. 1 t4,A k ~--,A 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 M with the'jurisdiction's building .codes when minor deficie.n- Mentified cies 1 are resolved and. checked by,building department staff. The" plans transmitted herewith have significant defidiencies El identified.on the.encl~osed check list and should be corrected 'tted -for a complete recl~6ck.- and resubmi I El The check list transmitted herewith is-f or your' information'. The plans are being held at ,Esgil Corp. until corrected plans are submitted for recheck. F The applicant's copy of the check-list is enclosed for -the jurisdictionto return to the a6plicant -.1contact person. Ej The applicant's copy of the check list has been sent to: Esgil staff did not advise the a plicant contact person that. plan check has been completed. Esgil staff did advise applicant that the plan check has been,completed. Person contacted:'. Date contacted. -'Telephone # EREMARKS: T~, By: Enclosures: ESGIL CORPORATION 11 GA.- - 0 AA Elvo []DM ESGIL CORPORATION 9320.CHESAPEAKE,-DR., SUITE 208 SAN DIEGO, CA 921-23 (61'9) 560-1468 2 q(9 DATE: 0APP URISDICTI.ON JURISDICTION: C(Ty OF, CAPL5 S A L) CHECKER (]FILE Copy PLAN CHECK N 0: Z~L SET.: nups - -.~ I [IDESIGNER PROJECT ADDRESS: z 4- s c o PROJECT NAME: _T J_. t-1 A R ~rnNN F ' ~ ~~.F L) The plans ttansmitted.her'ewith -have been cor'rebted.where El necessary And substantial.Ly, compLy. Jurisdiction's ~;ith the ..building codes.. The plans'transmitted herewith will -sub~t4ntially comply M-with the jurisdiction's ~uilding codes' when' minor deficien cies identified are' resolved and checked by building department staf f..." The plans -transmitted herewith have sdgnifica,r~.t deficiencies identified on the enclosed.check list~,and- t ~h&dI d be corrected and re.submitted for a complete recheck'',, The check list transmitted herewith is for your' information-. The plans-are being held at Esgil'Corp.iu 4-ts -j2,2. ,c or r e c t e d plans are submitteo'for'recheck. ,0 The applicant's copy of the check list is";,pn closed-for the jurisdiction to retu*rn.+-o the applicant'contac.t person. The applican t's.copy of the.check list has,b6en sent to.: :E~ RO W 0 C C- "'i cl?g Z T ROAD -tsgil staff did not a ' dvise the'a-pplican*t.contact.person that plan-check has been completed.. Esgil staff did advise applicant that the plan.check has been completed. Person contacted',: Date contacted: Telephone.# REMARKS: .By: D YA'O Enclosures' ESGIL CORPORATION EIGA . OAA 0VW []DM -ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA 92123 (619) 560-1468 DATE: FIAPPLICANT IS D YET I_0_fj:~ (r7U JURISDICTION: C, 17 cApLs 9A Q CPrAW7CnECXYR_ nFILE.COPY PLAN CHECK NO:. 2 SET: nUPS [IDESIGNER PROJECT, ADDRESS.: 26 2-4 C~ R~Lls7e o P LA CZ- ..PROJECT NAME: -Tj. NN.-' MAL,ewi6-z' T: D Aw>17- i 0 The planstransmitted'herewith have been corrected where necessary and substantial ly comply'with the.jurisdiction's building codes. 10 ,The plans. transm ` itted herewith will substantially comply with. the jurisdiction's building codes when minor deficien- cies identified , are resolved-and checked by.building department staff. Thd plans.transmitted herewith have significant deficiencies identified on the.encl'osed check list and should be corrected and resubmitted for a complete recheck., The check list transmitted herewith is for-you-r information. The plans are being held at Esgil Corp. until corrected plans are submitted for recheck. The applicant's copy of the.check list is enclosed for the jurisdiction.to return'to the applicant contact person. The .-appl icant I s 'copy. of -the checklist has.been. sent .to: Rp c7RECZ t Zo W?q O~EAN Cie Z~ -ST POA D ~~fA le 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 beencompleted. Person,contacted: Date contacted- Telephone # F] REMARKS: 4_~ mo 4 " I.; C1 revt L Of :5 0 '15 )-etll f1tv Cl tx le o, rp 4 ~1 (~A 0 r) 1,fI44~__ 9,:9 1 k /\I.+P- v7N- V LA F1 O(Af&h_,~ 41_e -P 11 P ",-,a 4.11 , )-,P &.e <+ " -_ j~pp&)-~M p rN'~ - X,7 1.4 P,*,r& 4, o~,61 741 S h -P O~ of 0 0 a r c A~40 k (~Q VV r-~- i-, -6a,,rh-C IV h ot r) C ti Cj rPoa~,~- C4 rW_D)-0v- P471)1) US JURISDICTION: CA)ZI-3 BAD 143/90 PROJECT ADDRESS: 26zz4 oBEO~im ~_IAC~5 7 0 2- 9 04~Arq ri-,P) FF CA. 9?- 00 Z PLAN CORRECTION SPEET Plan.- Check N. t ~L FOREWORD: PLEASE READ Plan check is limited. to 'technical -.'requirements''. contained in the Uniform Building Code", Uniform Plumbing Code, Uniform Mechanical Code, Nationa: Electrical Code and state laws regulating energy conservationj 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 dep4rtments. The items circled below heed 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 Ou ilding Code, the approval of the plans does not permit the violation'of any state, county or city law. A. PLANS ?lease make all.correction3 on the original tracings and submit two new sets or prints, and any original plan sets that may have been returned to' you by the jurisdiction, to: To facilitate rechecking, please Identify, next to each circled item,' the sheet or the plans upon which each correction on this sheet has been made and return this check sheet with Lhe revised plans. G The following items have not been res olved from previous plan reviews. The original-correction number has been given for your reference. -Please contact me if you' ' h'ave -any questions regarding these'.i~-ein's Date p;ans received by plain checker Date plan check completed 1/_Z 3 By. _PA (/I D_ YA a - Aq *7 ESGIL CORPORATION .9320 CHESAPEAKE DR., SUITE.208 SAN DIEGO, CA. 92123 (619) 560-1468 DATE: JURISDICTION: ifAkLS 2A_0 PLAN CHECK -NO: pq- 14Z,.4 SET: SJURI~ ICTION .CHECKER M;9P []FILE COPY []UPS L_J PROJECT ADDRESS: -2.6 z 4- np"Z/ /,q e-F- ~ROJECT,NAME: IT&MARYANN MAL&V/cz The plans -transmitted herewith have been corrected where -necessary and substantially comply with'the.jurisdiction's building codes. E The plans transmitted.herewith will substantially comply lwith the jurisdiction's building codes when minor deficien- cies identified are resolved and checked by building department staff. ..E] The" plans transmitted .herewith have significant deficiencies identified on the.enclosed check list and should be corrected ~and resubmitted.for a complete -recheck. x-.The check list transmitted herewith-is for your information. The plans are being held at Esgil Corp. u*ntil corrected plans are submitted for. recheck.' Th~! applicant's copy of the check list is enclosed for the' jurisdiction to..'return to.the applicant.,contact person. Thel"a p*plicantl-s.~ copy of -the check Iist has been sent to: 'Ro wl~j` OrGAI-4 C RE-: S -r ROA D 66RD EF Esgil staff did not -advi,se the applicant contact person that .Plan. check has been completed. Esgil staff did'advise applicant that the plan check has been completed. Person contacted: Date contacted: Telephone # By: I C> Y/,N 0. Enclosures: ESGIL CORPORATION I 2-,Ig GA El AA El vw C),DM ADDITIol-V To raciiitate rechecking, please Identiry, next to each'circicd item, the sheet or 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 ;esolved'from previou's plan reviews. Thl~ origina'l.c.orrection number has been gi~en for your..reference. Please contact me~if you ha~e' bhyt~qbestions%rdprding these items. Ot DIte.-pj ans received by plan' checker Date _'-2`~;:- plan check completed 17 11 SCOklg < . :>,PerL- PjIjkX_. —MIK k-P FALj R Olk be /'A-'* Lj CL-2 ___ e e~_ 7: W'I S Qey-(~r dr, 6 Ma h VV I C-/ 0-->t _T_ (Q JURISoICTION: CARLSS AD Date /-I PROJECT ADDRESS: cAkQI FE CA -PLAN CORRECTION SHEET plan-- Check' No- /z/ z FOREWORD: PLEASE READ Plan,check is limited to...t6chnical--requirements': contained in the Uniform Building Code, Uniform - Plumbing Code, Uniform Mechanical Code,*Nationa.' Electrical Code and state laws regulating energy conservation,-noise attenuation and access for the handicapped. The plan ckeck is based an regulations enforced by the Building Inspection Department. You may have other corrections based-on.laws.and ordinances enrorced 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 or the plans does not permit the violation'or any state, county or city law. A. PLANS Please make all corrections on the original tracings and. submit: two new sets or prints, and any ' original plan sets-that ' may have. been returned to you by the jurisdict.lon,:. to:— _., L _V, ESGILCORPORATION 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA 92123 (619) 560-14,68 DATE: Z 27 LJL&P_P~cANT R ~IS DI C T-1-4 JURISDICTION: CITY OF CA k L S /93AD (]FILE COPY PLAN CHECK NO: Rq- 14-Z4 SET: []UPS E]DESIGNER PROJECT ADDRESS: 2-624 L 1,sco F,>LA) C15 -PROJECT NAME: -T.-T. MA#ZYAN/q MALSinzicz~ 1,1Z F D ADD/ 7to N 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 - with the jurisdiction's building codes when minor deficien- cies identified are resolved and checked by building department staff. The' plans transmitted herewith have significant deficiencies identified on the enclosed ' check list and should be corrected and resubmitted for a.complete recheck. The check list transmitted herewith is for your information. The plans are being held at Esgil Corp. until corrected plans are submitted for recheck. The applicant's copy of the check list is enclosed for the jurisdiction to. return to.. the applicant, contact person. M The'applicant,ls copy of -the-check llst~has been *sent to: yJ t-4 _C_RH9T k0A*Q Esgil staff did not, advise the applicant contact person that p 1 an check has been completed. .~.Es~gil staff did'advi-se app1icant that the plan'check has beeh'. completed... Person contacted: Telephone ,~vj,'*,Date' contacte El _PA VID YA-0 Enclosures: ESGIL CORPORATION 11 GA - 11 AA El VW. C]DM JURISDICiTION.- .-CAgEs' -7 'Date cc PROJECT ADDRESS: Z6 0 s 6,(- /S :0 PM cc TO: Reg ~W ,q q 0c,-A?_4- CR6:ST P-0-AD CAWDIFF, PLAN CORRECLION __SHEET Plan: Check No. IF 17 FOREWORD: PLEASE READ Plan check is limited to technical requirements contained in the Uniform Building Code, Uniform Plumbing Code, Uniform Me chanical. Code, Nationa: Electrlical Code and state -laws regulating energy conservation, noise attenuation and acc as for the handicapped. The plan check*is bas:d 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. AN1111M MEN U11 _19NOWL-1 M FAMRI~_ EWA' 2M "MANIZ4. The items circled below need clarification, modification or I change. 'All circled items have to be~ satisfied before the plans will be in conformance with-the cited.codes and regulation Per Sec. 303 (c), of the Uniform Building Code $ the ~pproval of th'e 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'ol i in' 3ets-thdt.-T'ay have been returned-to you by the jurisdictio*n, to: Z=_7 i:~~ -5 67 T~ facilitate. rech'c"eking, please Id . entiry, next to each circic4 item, the sheet or theplan3 up~n,whi~l -each correction on' this sheet ha's b~e-'E_Aq -made ihd 'returA "this %: check 3hce t w i th, ~t- no rev13CG'P M ii&d fr ------ JZ7, rdsoil ot!~`PfF`MM' ~V ous p an reviews e'j -E v Th e.origina correction n ence.!- . P 16 alsie~ '' c"on't a c t: given f 0 or y me v`e~ -ions regarding qua sr y ou- t s he a .1 tes oa t a' pLap i ieceiv~ily plah checker- I r1l i Date, La~ plan check completed 12-7 y ESGIL, CO RPORATION 9320 CHESAPEAKE DR., SUITE 209 SAN DIEGO, CA 92123 (619) 560-14&§ DATE: 3 (aaMLaDICTION JORISDICTION: CITY 0 ~7 CAkL S aA D C]PLAN CHECKER r''FILE COPY L-i PLAN CHECK NO: /4 'ZI SET: [- JUPS 't -!DESIGNER P~OJECTAD`DRESS.: 'SF D' ADD PR,OJECT NAME: T J. 8, MA'k_Y-A1-4i4 M L ct w i c z /7710N The plans transmitted'herewith have been corrected where nece * ssary.and substantially comply ~;jith the.jurisdiction's building codes. The plan's tran'smitted herewith will substantially comply with the jurisdiction's ,building codes when minor deficien- cles identified are resolved and checked by building department'staff. ,,n.The* plans transmitted herewith have significant deficiencies identified on the enclosed check'list and should be corrected and resubmitted for a complete-recheck.' -Kj'The check list transmitted'herewith is for your information. The plan's are being,hel'd at Esgil Corp.-unti-1 corrected plans are submitted for~recheck. The applicant's copy of thecheck list is enclosed for the jurisdiction to return to the applicant -contact person. IN 'The applicant's.copy.of the check list has'been sent to: Rf CTZE 6r t 1> 0 L~J P4 6CLAN cKrzs T ROA P C CA 1Z 1) 1r AJ A 00 '~,,Il.Esgil staff did not advise-the applicant contact person that plan check ha,s been completed. ,Esg.il staff did advise applicant 1 that the plan check has been completed. Person contacted: Date contacted: Telephone REMARKS: .~.~By: J>AV I r,> YA 0 Enclosures: ESGIL CORPORATION 11G'A -E]AA EIVW DM zC 60 P.1p.-I-V 1/4 (..4*1 n Ftj le V~ 'P k;PV.)- 0~' -P, f:~: VAI I ti, :5P P,,, -A 7!5 ~ I _Q '1>' + I Ag~ Ct t7e4 S )~20de —goyN _LA) kA C) Sk.djh, r _S C zt .-7 7 -_4 de 0. 6 -7 7~e owylp)- _4w hn- C X --h- 0 a"rdf-~- U 7- JURISDICTION: CARL~; BAD Date '13 /,f ------------ — — r PROJECT ADDRESS:— -26 24- 0 /Sclo Q TO: (FrKF- alf~o w tq PLAN CORRECTION SHEET Planr Check No. FOREWORD: PLEASE READ Plan check is limited-t6-.-technical requirements contained in the Uniform Building-Code, Uniform Plumbing Code, Uniform Mechanical Code, Nationa. 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 de partments.* 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 or the plans does not permit the violation or any state, county or city law. A. PLANS 01- Please make. all -corre.ction3 on the original tracing; and zubmit-two ' :new sets.or prints, and any original plan act3'thdt, may have.. been returned to you by the juris~dicti6n.*,.*1 to: E9 r To racilitate rechecking, plea3c Identiry, next to each circled item,- the zhcet or the planz upon which each correction on this 3he'et ha3 been made and return thi3 check 3heet With the rev13ed plana. 10. The fol lowing items have not been resolved from previous plan reviews. The o riginal correction-number has been given for yourreference. Please contact me'if')Tou have any'questions regarding. these'items. Date ~l an - s I received by plan* checker__7_bf5_6' Date. Ian chec om t J_~' 4 1 1 910 05 __W ESGIL CORPORATION 9320 CHESAPEAKE DR,SUITE 208 SAN DIEGO, CA 92123, (619) S60-14-68 DATE: 10 NT CITY OF CARLSBAD ~-MJURISDICTI JURISDICTION. [jPLA RFILE COPY PLAN CHECK. NO: 'R~q- lz4za SET: [—JUPS Fi;DESIGNER PROJECT -ADDRESS: 2 Z,14 08, E7 L s c,? T// PROJECT NAME: 71-,,7 & PJ,4~YA, t4N M A "-,Vv 09 The plans trar~smitted herewith have been corrected where necessary and substantially comply,with the jurisdiction's building codes. 9 The plans transmitted herewith will-substantially comply.. Dwith the juris~dictioh's building codes whe~ minor deficien- cles identified. are resolved and checked -by building de partment staff.'- The plans transmitted h'erewitih have significant deficiencies ide'ntified ' on the enclosed check-list and should be corrected and resubmitted for a,complete recheck. The 'check list transmittedhere,,~ith . is'for your information.. The plans a * re,being held at Esgil Corp. until corrected plans are submitted for recheck. *,The applicant's copy of the check list.is enclosed 'for-the jurisdiction-to return'to the applicant-c'ontac*t person.,,. The applicant's copy of the check list has been sent to: C7 0,~EAN Q?.9,7-7- QA ID Esgi-1 staff did not advise.the app licant contact person that plan check has. been completed. Esgil staff did advise Applicant that -the plan'check -has been completed. Person, contacted: Date contacted: Telephone # -REMARKS By: DA 1/10 ~Ap Enclosures: ESGIL CORPORATION -1 7b_? D GA El AA 13 VW 0 DM J jURL4;DjC3:IOK: CM OF CAYd.SBAD TO: 0.4 D OCE CqFS7 e~AZ D 17:: F ERCLOSUM: PRW='ADDRESS: 7Z6 2-1-1 O_R~,'j — V L C,!? 0 Ll~,— — APD (7-7c , FLOORk MU: STOPM: MGHT: REKAWS: PLAN COFdMMCff (vTTV nV V_AVT4ZRAn FOREWORD': PLEASE JT.AD Plan check is Jimited to technical requirements contained in ~the Uniform Building Code, Uniform Pluj~~ 1 ' ng I Cod 3 e. Uniform Mechanical Cod . e, National Electrical Code and . state laws regulating ene I rgy conservation.,noise attenuation and access for the -handicapped:, j,The . plan , check is ', based on regulations enforced by the Building Inspectio.n Departme ' nt. -You may have other corrections based on'.la~s andlordinances bythe Planning Department, ."ineering De~artment or other departments. Present Califo~nia law mandates that residential co~struction.'co.mply with'Title 24 and the following model.codes: 1985 UBC (eff. 7/31/8.7) 1985 UPC'(eff. 3/30/87) 1987 NEC (eff. 10/28/87) 1985 UMd (eff. 8/28/87) The above '. regulations apply to residential construction, regardless of the code editions adopted by ordinance. the circled items lisied need clarification, modification or change. All items 'have to be satisfied before the plan will be in I conformance, with the cited codes and regulations. Per Sec. 303(c), 1985 Uniform Building Code., the approval of the plans does -not permit, the violation of-any state, county or.city law. iTo speed uD the recheck process, note on I this list .(or- a copy) where each correction item has been addressed i.e., plan sheet, specifi*cation, etc... Be sure to encl~se the marked up list when you submit SIMUZ.FAKELY AND DUPLEX DMLIW;S the revised Rians. Da,teplans received by.jurisdiction: -Date:plans,r'eceived by Esgil Corporation: Date initial plan check-completed:, DA'Vt 0' A Ji: pp cant contact person: 47 qE— -:f7 Telephone: 7—(— 3 2,~ N=:, PAGE NMEERS ARE-WT IN SEQMUKZ AS PAGES IIAVIM NO raRS NEEDIM ODMMONS WM DEJ=. List No. 63, Carlsbad Single Family Dwelling and Duplex With All'Supplements. (1985 UBC) PLANS 0 ilease 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: I Esgil Corporation, 9320 Chesapeake Drive, Suite #208, San Diego, California 92123, (619) 560-1468. P'lease 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 jurisdictiony to: The jurisdiction's -bul:lding department'. Indicate on- the Title Sheet Qf the plans., , the Ina e of the legal owner and na e of.pers on responsible for the preparation of the plans. Seftioh-302(a)7. 40. All sheets of plans 'must be signed b I y the person responsible for their preparation.- (California Business and Professions Code). Plans, specifications and calculations shall be 'signed by the 'California state licensed en i chitect responsible for their .gineer or ar I preparation, for plans deviating from conventional wood frame construction. Specify expiration date , of license. (California Business and Professions, Code). Specify on the Title Sheet of the plans the gross floor area of each element of this ,project including dwelling,'..garage, carport, patio, deck and balcony. Section 302(c).' Provide a statement on the Title Sheet of the plans that this project shall comply with Title 24 and 1985 UBC, UMC and UPC and 1987 NEC. Submit fully dimensioned plot plan drawn to scale' showing location, size, and use of all existing and proposed structures on the lot. Identify property lines and show lot dimensions and all easements. Show location of all cut or fill slopes'. :Show .finish floor elevations and shov elevations 'of adjacent finish grade. Show drainage patterns- with minimum slopes. Section 302(c). Indicate distance from property lines- to proposed building. Section 302(c). Show on the title sheet all structures, pools, walls, etc. included under this application. Any portion of the project shown on the site plan that is not included with the building permit application filed should be clea ly identified as "not included." Clearly show if the lower level is a basement or a story, based on the definitions in Sections 403 and 420. Plot the finish grade (as defined) on the elevations * and dimension the distance to the floor above.- for story determination. I A 12 ANY ~" N 2~"_ ~Exterior walls closer than 3-feet to property lines shall be one-hour rated construction and have no openi-ngs. -Such walls shall have 30 inch parapets when the building floor area exceeds 1,000 square feet on any floor. (Table 5-A, Section 1709 (a)). /3. Projections, including eaves, may not extend more than 12 inches into the 3 foot setback from the property line. Section 1710. Eaves over required windows shall be not less than 30 inches from the side and rear property -lines. Section 504. Pla~tic skylights shall not be installed within 8' of an exterior wall located where openings in such exterior wall are prohibited or required to be protected. Section 5207 (a) 7. ~6. Projections, including eaves, shall be one- hour fire-resistive,construction, heavy timber or of noncombustible material if they project into the 3' setback area from the property line. Section 1710. 17.. Show location of permanently wired smoke detector, centrally located, in corridor or area giving access to sleeping rooms or above stair if sleeping rooms are on upper level. Section 1210. A smoke detector shall be installed in the 4. basement of dwelling units having a stairway which opens from the - basement 'into the dwelling. Such detector shall be connected to a sounding device or other detector to provide an alarm which will be audible in the sleeping area. Section 1210. 9. When the valuation of a room addition or repair exceeds $1,000, or when sleeping rooms are created, smoke detectors shall be provided at existing.bedrooms per item 16 above. 5/10/89 2 ROOM SIZES, LIGEIT. VENTILATION AND'GLAZDiG 2d. Habitable rooms, other than kitchens, shall contain at least 70 square feet.of,'floor area. At least one room shall have not less than 120 square feet of floor area. Section 1207 (b). 2~. Window area *must be at least 1/10,of the floor area and a minimu of 10 square feet per Section 1205 (a). Appears to be deficient in Openable window area in habitable rooms must be .1/20 of the f-loor area .. and- a minimum 'of 5 square feet. In bathrooms.' I.aiindry roots and- similar rooms 1/20 of area is required and minimum is 1.5 sq. ft. (Section.1205 (a)). 'At least 1/2 of the common wall must be open and have an opening not less than 25 sq. ft.. nor one tenth of the floor area of the interior ,room if light and ventilation is being supplied . from an adjacent room. Section 1205 (a). 2~- Required windows shall not op en into a roofed porch unless the ceiling height is at least 7 feet, the longer side is at least'65% open, and the porch abuts a street, yard or court. Section 1205 (a). Provide mechanical ventilation capable of providing five air changes per hour in bathrooms, water closet compartments, laundry rooms and similar riooms if required openable windows are not provided. Section 1205 (a). 2 No habitable room, other than a kitchen, shall be less than 7'0" in any dimension. Section 1207 (c). 2/. Show that ceiling height for habitable rooms is a minimum of V0. Section 1207 (a). ' 2~.' Show ceiling height f or 1 * aundry rooms, hallways, corridors, and bathrooms is a minimum of 710". Section 1207 (a). Dimension on the plans the 30" clear width for water closet compartments and 24" clearance in front of water closet. Section 511 (a). 3~. Specify safety glazing for glazing in hazardous locations such as. glass doors,-glazing adjacent to such doors and glazing adjacent to walking surfaces. Section.5406. Glazing, in the same walI plane as a door, must be safety glazing if within 12" of the door and less than 60" above the walking surface, unless the glazing is leaded or faceted glass. Section 5406 (d) 6. /2- Glazing in shower and tub enclosures shall be tempered, laminated or approved plastic (including wind6ws within 5 feet of tub or shower floor). Section 5406 (d) 5. Sleeping rooms shall have a window or exterior door for emergency exit. Sill height shall not exceed 44" above the floor. The window must have an openable area of at least 5.7 square feet with the minimum openable.width 20" and the minimum openable height 24". Section 1204. A mezzanine is an intermediate floor and may not have a floor area exceeding 33 1/3 percent of the total floor area in the room below. The mezzanine floor must have a clea height of 7 feet, above and below, and must have the long side open to the room below except for' posts and protective walls or railings not exceeding 42". in height. Section 1716. The loft you show does not comply as a mezzanine floor and is, by Uniform Building Code definition, a story. Section 1716. EXITS, STAIRWAYS, AND RAILINGS Floors above the second sto ry shall have not less than 2 exits.- Occupied roofs: may have one exit if such occupied areas are less than 500 square feet and located no higher than immediately-above the second story. Section 3303 (a). Required exit doorways shall be not less than 3611 in width and not less than 6'81' in height, and shall be capable of opening at least 90 degrees. Section 3304 (e) Provide 3611 high protective railing for porches, balconies, and open sides of stair landings. Openings between railing shall, be less than 6". Section 1711. 3~.. Show how guardrail connection details' are adequate to.support 20 pounds per lineal foot at a.right angle to the top rail,. Table 23-B. 5/10/89 '3 Provide stairway and landing details. Section Spiral stairways may not be used for required 3306 (b) (c). exits when-the area served is greater than 400 sq. ft. Section 3306 (f). Maxim= rise is 7" and minimum run is il". When the stairs serves less than 10 Provide I.C..B.O. Research Report and number occupants, or serves an unoccupied roof, for -metal stairway, or submit plans and rise may be 8" maximum and run 9" minimum. calculations and approved fabr'icator registered with. the building department or b. Minirml headroom is 6'6". note that the stairway,fabrication plans shall be submitted to and approved by the building C. Minirmim width is 36". official prior to installation. All handrails per Section 3306 (j),. shall sati sfy the following:. In buildings over 2 stories in height, provide 3/4 hour -fire-rated assemblies for all openings in the exterior wall below or within Provide handrail for stairways with 4 or 10 feet horizontally of an exterior stairway. more risers.. An exit balcony with 2 separated stairways is exempt. Section 3306 (1). Handrail shall be-.30" --to. -3411 above-the nosing of treads. Openings in exterior walls below or within'10 feet, measured horizontally, of an exterior c.' The handgrip portion of handrail shall be ... stair shall be protected by self-closing fire not le - ss than 1 1/4" nor more than 2" in assembl ' ies * having a three-fourths-hour fire cross-sectional dimension. protection rating when the -stair serves a floor level having openings in two or more Every stairway landing shall have a dimension, floors below it. An exit balcony with two measured in the direction of travel, At least separated stairways is exempt. equal to the stairway width. Such dimension Section 3306 (1). oneed not exceed 36 inches. Section 3306 (g), 3304 (i). 50. Exterior stair-ways shall not project into the 3 foot setback from the property lines. A door may open inward at the top step of a Section 3306 (n). stai rway provided the top step is not more than 7 1/211 lower than the floor level. Section 51. The walls and soffits of the enclosed usable ..3304 (h). space under interior stairs shall be protected on the enclosed side as required for one-bour Provide details of winding stairway complying fire-resistive construction. Section 3306. with Section 3306.(d): (m)., a. Minirmim tread is 6 inches at @ny point and 52. Within. units, show that corridors have a minimum.9 inches at a point 12 inches from minimum width of 36 inches. Section 3305 (b). where the treads are narrowest. ROOFING b. -Maximum rise is 8 inches. . Specify roof slope. C. Minim um width i's 36 inches. 'Slope Roof is not adequate for roof type ~5-j~3306 Provide spiral stairway details, per Section 1 specified. Table 32-B; Section'.3203 (h).-t (f): , Minimum run is 7 1/2 inches measured at a t point 12 inches from where the treads are the narrowest. Specify roof material and application. Maximum rise is 9 1/2 inches.. Maximum Chapter 32. clear opening between risers is 6 i,nches. Specify-I.C.B.O. or U.L. approval number for C. Minimum headroom is 6.'feet 6 ,inches roof materials' not covered in U.B.C.,,e.g., tile,,etc. Section 107. d. The tread must provide a clear walking area measuring at least 26 inches from the outer edge of the supporting column to the inner edge-of the handrail. 5/10/89 4 The-maximum slope for a fire retardant built- up roof, with rock or gravel surfacing, is 3 inches in 12 inches. Section 3203 (e) 2. The minimum slope for a fire retardant built- up roof, with cap sheet surfacing, is 1/2 inch An 12 inches. Section 3203 (e) 3. 509 Specify minimum 1/4 inch per foot roof slope for drainage or design to support accumulated water. Section 3207 (a), Section 2305 (f) and Section 2511 (d) 6. Show roof drains and overflows. Section 3207. /~~Provide skylight details t6 show compliance _,with Sections 3401 and .5207'or provide I.C.B.O. approval number'. ~Plastic skylights must be separated from-dach other by at least 4 feet. Section 5207 (a) 6. Show attic ventilation. Minimum vent. area,is .1/150 of attic area or'1/300 of attic area if at least 50% of the required vent is at least 3 feet above eave vents or cornice vents. Show ,required area and area provided. Section 3205 (c). KkSONRE ~4_ -Provide fireplace construction details or note construction to be per attached fireplace standard drawing. Chapter 37. Show anchored veneer support and connections 'attached to wood in Seismic Zones 3 and 4, - .comply with Section 3006 (d)l and Section 2515 (a). Show ties and #9 wire in horizontal joints. /6- Show height and construction details of all masonry walls. Chapter 24. Note that -cleanout'openings shall be provided at the bottom of all cells to be grout filled in accordance with Table 24-G. Cleanouts shall be sealed before grouting,.after inspection. B. Show floor and roof connections to masonry walls. Connection shall resist 200 pounds per .lineal foot 'or th ' e actual design load, whichever is greater. Cross grain tension or. bending in wood ledgers Is not permitted.* Section 2310 & 2312 (j)3A. 9. Provide details for damp proofing the -foundation walls, below finish -grade, where ,usable space exists on the interior side of the walls. Section 1707 (d). Show a minimum 2", air space and flashing. between planter and building walls. Section 2516 (c) 7. GARAGE AND CARPORTS 7X. Garage requires- one-hour fire protection~on the garage side of walls and ceiling common to the dwelling. Table,5-B, Section 503 (d). All elements supporting floor above garage.' including walls supporting floor joists, must have one-hour fire-resistive protection on the garage side.'.Section 503 (b) 7 Show 1 3/8" solid core self-closing door for openings,between garage and dwelling. Section 503 (d)., /4. Garages are not permitted to open into a room used for sleeping purposes. Section 1104. An, occupancy separation is not required between carport and residence, provided the "carport is open on t*wo or' more sides and has no .enclosed uses above. Section 503,(a~ Exception 3. 7~. Show.garage framing sections, size of header over.ga.ralge ope . ning, lateral cross bracing at plate line.. method bracing garage front and holddo~,ms if required. Chapter 23. NOTE: Maximum shear panel ratio is 3 1/2 to 1 for height-to-width. Table 25rI. 7 1 . Doors may open into the garagi; on ly if'the floor or landing in the garage is not more than on6 inch lower than the door threshold. Section 3304 (h). Provide an 18" raised platform for any FAU, water heater, or other device in the garage which may generate a flame or spark. UMC Section 508, UPC Section 1310 (a). FOUNDATION REQUIREM EWS Per soils-report, note on the plan the soils class ification, whether or not the soil is expansive and note the allowable bearing value. Section 2905 (c). 8~. The foundation plan does not comply with the soils report recommendations for this project. Please review the report and modify design, notes-' and details as required to show compliance: ,37 Pkvv J 5/10/89 5 Provide no tes on the foundation plan listing the Soils report recommendation . for foundations, slab and building pad preparation. Provide a letter from the soils engineer confirming that the foundation plan, grading, plan and specifications have been reviewed and that it has been determined that the recommendations in the soils report are properly incorporated' into the construction documents (when required by the soil report). The soils report recommendations excavations be reviewed by soils engineer. Note on the foundation plan that "Prior to the contractor requesting a Building- Department foundation inspection, the soils engineer shall advise the, building official in writing that: The building.pad was prepared in accordance with'the soils report, The utility trenches have been properly backfilled and compacted, and The foundation'. excavations,. formings and reinforcements . comply with the soils . report and approved plan." Show height of all foundation walls. Chapter 23. Show height of retained earth on all foundation ~walls. Chap*ter 23. If cut or fill slopes exist, show distance of foundation to edge of cut or fill slopes-and show steepness and heights of cuts and'fills. Chapter 29. Note on plans that wood shall be 6"'minimum above finish grade. Section 2907 (a). Note on plans that surface water will drain away from building and show. drainage pattern and key elevat , ions. Section 2905 -(f). For buildings adjacent to slopes steeper than 3:1, the top of any exterior foundation shall ex ' tend above the elevation of the street gutter at point. of Aischarge or the inlet of an approved drainage-device a minimum of 12 inches plus 2-percent. Dimension foundation per U.B.C. Table 29A: oors Footini Supported* Stenwall Width Dep Thickness' 1 611 1211 1211 6" 2 .811 1511 1811 7,11 3 1011 1811, 241% 811 Show foundation sills to be pressure treated, or equal. Section 2516 (c) 3. S Show foundation bolt size and spacing. Section 2907 (f). Specify size, I.C.B.O. number and manufacturer /9 of power driven pins.' Show edge and end distances and spacing. Section 302.(c). /4- If required, show size, imbedment and location of hold down anchors on foundation plan. Section 2312 (f), 302 (c). If.hold downs are required, note on plan that hold down anchors must be tied in place prior to foundation inspection. 'Section 305 (e) 1. Show adequate footings under all bearing.walls and shear wal1s. Section 2907 (b). Show on the'plans stepped footings for slopes steeper than 1:10. Section 2907 (c). ~8. -Show minimum 18" clearance from grade. to bottom of floor joists and -minimum 12" clearance to bottom of girders. Section 2516 (c) 2. 91. Show pier size, spacing and depth into undisturbed soil.' Table 29-A. Show minimum. : underfloor acces,.s of 18" x 24". Section 2516 (c). Show minimum underfloor ventilation equal to 1 sq. ft., for each 150 sq. ft.. of underfloor area. Openings shall beas close to corners As practicable and shall provide cross ventilation on at least two approximately opposite sides. -Section 2516 (c) 6. 2- 'Specify that posts embedded in concrete shall be pressure treated per UBC Std. No. 25-12. Section 2516 (c) 1. FRAMDiG 8 Show wall bracing. Every exterior wood stud wall and main cross-stud partition,shall be braced - at each end at least every 25 feet of lengt_h1w ' ith 1 x 4 diagonal let-in braces or equivalent. Section 2517 (g) 3. In 2~story buildings, shear panels at the first story (at. least 48 inches' in width) shAll. be located at each end or as near thereto as possible and- comprise at least 25 percent of the lineai length of the wall,,or provide design. Section 2517(g)3. *Foundations may support a roof in addition to the floors. . Where only ~a roof is supported, use foundation for one floor. n rip r- r),-'u ~, 4,~;,,,; 5/10/89 6 5. Note cross bridging or blocking. Floor joists and rafters 12" or more in depth shall be supported laterally by bridging at intervals not exceeding 8 feet, unless both edges are held inline. Sec.'2506 (h), 2517 (d) 6. Show blocking. at ends and at supports of floor joists, rafters and trusses at exterior walls. Section 2517 (d) 3, 2517 (h) 6. ,Show double joists. Floor joists shall'be doubled under bearing partitions. 'running parallel'with the joists. Section 2517 (d) 5. Bea ing partitions, perpendicular. to joists, shall not be offset from supportinggirders, beams, walls ' or.partitions, more than the'depth of the joist. Section 2517..fd).5. Show rafter ties. Rafter ties shall be spaced ,not more than 4 feet on center and be just ~9 above the ceiling joists, where rafters and ceiling joists are not parallel. Section 2517 (h) 4. Show rafter purlin braces to be not less than 45 degrees to the horizontal. Section 2517 (h) 5. 1~' . Show double top plate with minimum 48" lap splice. Section 2517 (g) 2, 2 Show nailing will be in compliance with Table 25-Q. Show or note fire stops at the following locations per, Section. 2516 (f): In concealed spaces of stud walls and partitions, including furred spaces, at the ceiling and floor levels and.. at 10 foot intervals along the length of the wall; at all interconnections between concealed vertical and horizontal spaces such as occur at soffits, drop ceilings and cove, ceilings; In concealed' spaces between stair .stringers at"the top and bottom of the run and between studs along and inline with the run of.-stairs if the walls under the stairs are unfinished; and- i d. in openings around vents', pipes'l -ducts, chimneys, fireplaces and.similar openings which afford a passage for fire*at ceiling and floor levels, with- noncombustible materials. 4 /4., Show stud size and spacing. Maximum allowable stud heights: Bearing wall: 2 x4 ; and 2 x G max. 10'; Non-bearing: 2 x 4 max..141 , 2 x. 6 max. 20'.: Table 25-R-3.- 0115~ Studs supporting two floors, a roof and ceiling must be 3 x.4 or 2 x 6 at 16" o.c. Table 25-R-3. -rT L~ PP) I' ('t-. ~6. Note-on A.I.T.C. Certificate of Compliance for glued laminated wood members shall be given,to the building inspector prior to installation. Section,306.(f). 1/7'.. Detail ,all post-to-beam and post-to-footing connections and reference the detail to the plan. Section 2516 (m). Detail shea transfer connections, including roof and floor diaphrigms, to shear walls. ~ection M3. 119 Specify nail size and spacing for all-shear walls, floor and roof diaphragms. Indicate required blocking...Maintain maximum diaphragm dimension.ratios. [Tables. 25 1, 3, K and Section 4713 (d)). Show 3" x 411 - or 211 x 611 studs in firit story of three'story building. Table 25-R-3. Provide trus's details and truss.calculations for this project. Specify truss identification numbers on the plans. ~2. Show 1/2" minimum clearance between top plate of interior partitions and bottom chord of trusses. (To ensure loading will be as' designed). S Provide -roof framing plan and floor,framing plan. Section 302 (c). ~4. Provide framing sections through Section 302 (c). (B. 8 Specify all header sizes for opening over 41 wide. Section. 2517 (g) 5.. Provide calculations for main vertical and -horizontal framing members and -post footings. Section 302 (b).., .2 ee r. to Q 220 (a) -r6 -Woo Tol"t I r n n a C 1 ;-7 q. 4'i r-g+ -C I no, C./ r --Pyo. py) 1, 1 Q, rl J, e 3k~") -aX 1 f? U --~Y4 yN1 III P . I i I ns44,n IL C,7 0 to 0 4; 5/ 10/89 -T~ f 7 0 I 1Z Yrovide calculations for lateral loads, shear panels, shear transfer -and related. Section -302 (b). ~ 8..Show on the ,plans all structural requirements .,developed 'in the structural calculations. .Section 302 (c-). (See comments below:or at end.) 1/ 9. Columns and *-posts located on c onCrete or masonry floors or decks exposed to the weather or to water splash or in basements and which. support permanent structures shall be supported by concrete piers or metal pedestals projecting :above floors unless Approved wood of natural resistance to''-decay or treated wood is used.- Section 2516 (c) 4., Individual co;crete or masonry piers shall project:at least 8 in~hes'abciye. exposed-ground unless the columns or posts which. they support are of approved wood of natural resistance to decay or.treated wood is used. Section 2516 (c) 4. Show location of attic access with minimum size 2211 x 30". Section 3205. 0/2. Show draft . separation for attic areas between uni ts.in a duplex. Section.25.16 (f). Specify plywood thickness, grade and panel .identification index.. Table 25-N. ~/4. When roof pitch is less than 3:12, design ridge as a beam. Section 2517 (h). If foundation cripple wall studs are.less than. 14" high, framing shall be solid blocking. Section 2517 (g).4. Cripple wall studs exceeding 4 feet in height shall be .3 inch by 4 inch or 2 inches by 6 inches when supporting.2 stories. Section 2517 (g) 4. Show plywood sheathing over, exposed eaves, or other weather exposed areas, is "bonded with exterior..glue." Plywood used for exterior wall covering shall be the -exterior type. Section 2516 (i), 2516(g)3. -X8- Detail truss layout for 30" x i0l' ~ttic a ccess, if required for equipment in the attic. Ridges, hips, and val leys shall be'at least one size larger than supported rafters. Section 2517 (h) 3. In open beam construction, provide stra . p ties across the bea s at the ridge support. Section 2501 (b). KDCHAKICAL (UNIFOM KEMAXIC.AL CDDE) All heating.,, ventilating, and cooling systems and appliances shall comply with the.Uniform.Mechanical~ Code. Show the size, location' and type of all heating and cooling appliances or systems. 1 Show -source of combustion,air to furnace,,per.. Chapter-6, UMC. I Every .dwelling u nit shall be provided with heating facilities -'capable of maintaining a room temperature of 70 degrees F. at 3 feet above the floor in all habitable rooms. Show basis for compliance. UBC, Sec. 1211. I Show minimum 30"' deep unobstructed working space in front-of furnace. Section 50.5, UMC. Note on plans, 11clearances to be per manufacturer's listing." Section 504, UMC. I Furnace shall not be installed in any.bedroom, bathroom or in a.closet or confined space with access only through such room unless specified as direct vent appliance, enclosed furnace,or electric heating appliance. Section 704 UMC. Show I.C.B.O. approval number for prefab fireplace. ~8_ Show' access,to the attic or underfloor furna ce to be minimum 30 inches by-30 inches. Section 708 & 709 UMC. ~9 Note that passageway to the attic furnace shall be unobstructed..and have continuous solid flooring not less than 24 inches wide. Section 708 UMC. 0. Show,permanent electrical outlet and lighting fixture controlled by a switch for the attic furnace.. Section 708 UMC. Show details to comply with Section 709 for furnace under the floor, or Section 710 for roof or outside furnace. 42. Note'on plan: Gas vents and non-combustible piping, in walls, passing through three'floors or less shall be effectively draft stop ed at each floor or ceiling. UBC., Section 1706 (a).6. 3. Provide dryer vent to outside.. UMC, Section 1903. 5/10/89 8 ELECTRICAL (NATIONAL ELE=CAL CIDDE) All wiring shall comply with the National Electrical Code. Show on the plan the amperage of the electrical service, the location of the'service panel and, the location of any sub-panels. If service is ,over 200 amps, submit single line diagram, panel'schedule.and load calculations. Show location of all electrical receptacles. Electrical receptacle locations and/or spacing is not adequate in Show-at lea-st one convenience outlet other than outlets for laundry, etc outdoors, in garages and basements. hEC,*Art. 210-52. Note convenience outlets in bathrooms, kitchen counter top(s) within 6 feet of the kitchen 'sink, outdoors,'and in garages and basements (other than for laundry and similar equipment) shall be GFI protected. NEC, Art. 210-8. 1~9 Note electrical system. ground to be~provided per NEC, Art. 250-81. PLUMBING (UNIFORM PLUMBDiG CODE) S~Show water heater size, type and .location on plims. UPC, Section 1301. 1~Show source for providing combustion air to _.fuel burning water heater. If wall openings in an enclosure are used, at least one-half of the required opening area. shall extend into the upper twelve inches of the enclosure and one- half within the lower twelve inches. UPC, Section 1307. ~2. Fuel combustion water- heater shall not I be installed in bath -or bedroom or in a closet opening into bath or bedroom. UPC, Section 1309. Provide adequate barrier to protect 'water heater from vehicle damage.- UPC,-Section 1310. Show T and P valve on water heater 'and show route of discharge line to exterior. UPC, Section 1007 (e). 1~ . Note on the plan that hose bibbs and lawn sprinkler system shall *have approved backflow prevention devices. , UPC, Section 1003(h) & (i). 1~ 6. Show shower stall can accommodate a 3011 circle and.has a minimum floor area of 1,024 sq. in. UPC 909 (d), NOISE INSULATION (DUPI=) Show details of duplex common (party).walls and floor/ceiling -assemblies to achieve a Sound Transmission Class (STC) rating in walls of 50 decibels and an Impact Insulation Class .(IIC) rating on floor/ceiling of 50 decibels. Title 25. Show how -penetrations. of assemblies 'for piping, electrical devices, recessed cabinets, bathtubs, soffits, or heating ventilating, or exhaust ducts shall be sealed, lined, or insulated to maintain required sound transmission rating. Title 25. Provide insulation in walls and ceiling to achieve STC of 50 between garage and living area if garage use is riot controlled by resident. Title 25. ENERGY CONSJUZVATION Permit app lications- received after June 30, 1988, are regulated by the new Residential Energy Standards. Provide plans, calculations and worksheets to show compliance. The new regulations require a properly completed and properly* signed Form CF-1R to be .either imprinted on the plans, taped to the plans or "sticky backed" on the plans, to allow the building -inspector to readily compare the actual construction with the requirements of the approved energy design. Section 1403(a)l, Title 24, states that Form CF-IR' shall be signed by the person responsible for its preparation.' The signer shall be a civil engineer, mechanical engineer, , electrical engineer, architect, general building. contractor, mechanical contractor, or electrical contractor licensed or registered to practice by the State of California or 'other individual. eligible under Division -3 -of the Business and Professions Code to sign'such documents."Document signers are subject to the limitations in Division 3 of the Business and Professions Code. Please provide.the signature. S All energy items shown on the plans must be in agreement with the information shown on the properly completed Form CF-1R. 5/10/89 9 Specify on the buildin~Z plans all. of the mandatory energy conservation requirements as ,listed on 'the enclosure titled, "Mandatory Energy Conservation Requirements". G Show the make, model and efficiency of the ispace'heating (or cooling) system and provide heat loss calculations if-the output exceeds 45,000 BTU/Hr. GFor room additions, show that the glazing area ,of the -addition does not exceed 16% of the ,newly-conditioned floor area, plus glazing ,removed or relocated due to the addition. 0 Yl Provide fluorescent general lighting -'kitchen(s) per CAC, Title 24, 2-5352(J.)i. ~lease see additional~i_',orrections, or remarks, -lon the following page.,,, :CARLSBAD S.F.D. & DUPLEX SEnergy conservation design should be for Zone. 7 See attach*ed energy packages. 1~0 .. Floor drains must have auto-prime (city policy). Note exhaust fans cannot.be ductless type (city policy). 1/2- New-residential units must be pre-plumbed for 'future solar water ' heating. Note "two roof jacks must be installed" where the water heater is in the one story garage and directly below the most south facing roof,(City Ordinance No. 8093). 1/3.1 Note "two 3/41"copper pipes im, t be installed to the most convenient future solar panel location when the water heater is not in a one story garage and is ..not directly below the most 'south facing roof. (City Ordinance No. 8093). 1~ 4_ All piping for present or future solar water heating must be insulated when in areas that are not heated or cooled by mechanical means (city policy). 5. Incorporate the waterproofing details, on the attached Policy 80-8, where interior living space occurs below grade at the masonry wall(s). Show on the Title- Sheet on the plans, the information required by , the attached Developmental Services Sheet .112383. All new residential buildings, including additions, require a soils report. Please submit two copies. 1~ . Heavy timber framing, minimum 611 x 10" bea s and minimum 811 x 811 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. (city policy). UBC Adopting Ordinance .8792 requires Fire Retardant roof on all ' structures (Sec. 18.04.230). Show compliance with UBC Section 3203(e). 1 City Ordinance 9792 requires two parking spaces/unit with clear area of 20'x2O' i.e. no washing machines, etc. Show compliance. Please see additional corrections., or remarks, ..on the following page. 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 YAO at Esgil Corporation. If you have any questions, regarding City Building permit procedures, please contact Carter Darnell at the City of Carlsbad, 1200 Elm Avenue, telephone 619/438-1161. Thank you. Enclosures: 2. en4ov' eqlj~s -COW); . poin-L, I oo, r7e I 6?bov4o, to,,' en ?,-A n (-I -P/Pocp douLlf~' CAP, I I 7 L_ 314L C? 5) 74P k 4cli,011- -d 5/11/89 10 M Fou~owrG N= SPEciFynn mAxDATORY REQUDW(EM SHC= BE INCORPORAM ON PLAN SH=S, OR mirAiMM WI= JOB SFECIFICAnOH DOCLNEtM. MAMATORY VERC;Y CONS2RVATION RE=JM(LYM OF TEE STA= OF CA11FORNIA All heating, ventilating, air conditioning, and.water heating equipment shall. meet all of the requirements of the Appl,iance*Efficiency Standards and shall be certified by the California Energy Commission. A two stage thermostat, which controls the supplementary heat on its second 'stage, shall be provided for heat-pumps. Thermostats shall be equ . ipped with an.automati-c setback, which the building occupant can program to automatically set back thet thermostat twice in 24 hours. Equipment which requires preventive maintenance to maintain efficient operation shall be furnished 'with complete necessary maintenance information. All gas-fired fan-type central furnaces, gas-fired fan type wall furnaces, and cooking.appliances shall be equipped with an intermittent ignition device. All fan systems exhausting air to -the outside shall be provided with backdraft damrpers. All transverse duct, plenum, and fitting joints shall be sealed with pressure sensitive tape or mastic to prevent air loss and shall be insulated to conform 'to the.provisions of Section 1005 of the UMC, 1982 Edition A vapor barrier is' required in climate zone 1, 14p and 16. All manufactured windows and sliding glass doors shall meet t-he 1972 ANSI air infiltration standards and shall be certified and labeled. All swinging doors and windows leading to unconditioned areas shall be fully weather- stripped. (n) Storage type water heaters and storage -and back-= tanks for solar systems.shall'be externally wrapped with R-12 insulation or greater. (3.2) The five feet ~f pipe closest to the water heater, if outside conditioned spada, shall be insulated with a minimum of R-3. Steam and steam condensation retum piping and recirculating hot water piping outside the building envelope shall ~be insulated in accordance with, T20-1406(d). Lamps used in luminar ies for general lighting in kitchens and..bathrooms shall have an efficiency of not less than 25 lumens per watt. Showerheads and.faucets shall be equipped with flow restrictors as outlined in the appliance efficiency' standards -and shall be certified to the Energy Com:mission. Masonry and factory-built fireplaces on exterior walls, shall be equipped with tight-C. , .tting closeable metal or glass doors covering the entire opening of the firebox; a combustion air intake equipped with a readily accessible, operable, and tight fitting damper to draw.air from the outside of the building;* ard a tight f itting flue damper with a readily accessible control. Insulation used shall comply with California'Quality Standards. The insulation installer shall post. a* signed cert:ificate ... Section.276.. Insulation Certificate (All Occupancies). After instal ling 'insulation, the installer shall post in a conspicuous location in the building a certif icate signed by the..installer 'and the builder stating that the instillation conforms the requirements of Title 24p Part 2, Chapter 2-53, and that the materials installed 'conform with the requirements of title 20, Chapter 2, Subch.apter 4, Article 3. The certificate shall state the manufacturer's name and material identification, the installed "R" value, and (in applications of loose fill insulation) the minimum installed weight per square foot consistent with the manufacturer's labeled density for the desired "R" value. For infiltration control all openings and penetrations must be caulked. and sealed, such as around windows, at.sole plates, and openings for utility pipes and wires. Form ECH 3/5/86 Date: CI'TY OF CARLSBAD Bldg. Dept., -Prepared byt TA/1 D, 0 VALUATION AND PLAN CHECK FEE 0 Esgil PLAN CHECK NO. F'q 4L ?'-14 BUILDING ADDRESS -2-6:24 08E /-!~_C,-? C F_ APPLICANT/CONTACT 67 R R01V PHONE 'NO. -7_~-3 -.64- 2- Z) BUILDING 'OCCUPANCY _5> DES16NER PHONE TYPE OF CONSTRUCTION V - IQ CONTRACTOR PHONE BUILDING PORTION BUILDING AREA -VALUATION VALUE MULTIPLIER I' Vf'17 C~ (OdJ j 7/.2 4(F, 4./ 6 0' de 441 T- Air-Conditionine Commercia @ Residential.. @ Res. or Corrun. Fire S-orinklers @ Total'Value B Uild in 9* Permit Fee $ ..42 00 Plan Check Fee 2z Zi'a C 0 M HE N TS, Plins received by Esgil after July 31, 1987 shallhave permit,.and~ plan check fees calculated .per 1985 UBC. SHEET OF 12/87 BUILDING PLANCHECK ENGINEERING CHECKLIST LEGEND DATE: ITEM COMPLETE PLAN CHECK NO. ONEEDS ITEM INCOMPLETE PROJECT ADDRESS: YOUR ACTION 41eKk5ro- I?Ike,6 N/A NOT APPLICABLE PROJECT NAME: LEGAL jREQUIREMENTS Site Plan. Provide. a ully' dimensioned site plan' drawn to scale. Show: north arrow, .*property lines, easements.. existing and propose"d. .,structures, streets, existing street improvements, right-of-;.way width and dimensioned setbacks. Show on. site plan: Finish f lo'Or elevations, --pad elevations, 11 elevations of finish,,grade adjacent- to building, existing topographical lines, existing and proposed -slopes, driveway with %percent grade-and drainage patterns. Provide ,legal-description and Assessors -Pa'-rcel Number. et n~aA a~ ian~ce' iscr~ io r rov 1 Com /~4N 0 is t y ls w d cre ionar approva ere*rOquired ~5. Proj.ect complies with all Engineering. Conditions of Approval for'Project No. 6: -.Project does , not comply with the, following Engineering Conditions of Approval for Project No.. Conditions complied. with by: Date: Field Review 7.' Field review completed. No issues raised. 8. Fileld review completed. The following issues or discrepancies with the site plan were foundi A. -Site lacks adequate public','improvements. ~B. Existing*drainage improvements not shown or 'in c nflict with 0 -site plan..- C., site is served by- overhead power lines (Future, Improvement Agreement required). D Grading Js required to -access site, create pad or provide for~ultimate street improvement. E.' Sit-e access visibility p ro . b - lems' exist. Provide onsite turnaround or engineered solution to problem.' F. Other: Dedication Requirements' _Z9. No dedication required. Dedication required. Please have. a registered Civil Engine'er or Land Surveyor prepare the appropriate- legal description together with an 8-1/2" x ill' plat. map and submit with a title report and* the required pro.cessing fee.. All easement documents must' be approved and signed ' by -..owner(s) prior to ' issuance of 'Building Permit. The description of the dedication is- as follows: Dedication completed, Date: By: m rovement Requirements No public improvements required. -SPECIAL NOTE: Damaged or defective improvements found adjacent, to building site must be repaired to the satisfaction ',of . the City inspector prior to occupancy. Public improvements required. This project requires construction of public improvements pur8uantto Section 18.40 of, the City Code. Please have a registered, Civil Engineer prepare appropriate improvement plans and submit for separate plan check .~process through the Engineering I Department. Improvement plans mus ' t' be approved, ~Lppr,opriate securities posted -and fees paid prior to issuance of permit. The required improvements are: -Improvement plans signed, Date: By: Improvements ate required. Construction of the public improvements-may be deferred in accordance with Section 118.40 of the City Code.. . Please -submit a recent title report on the property so we may prepare the necessary Future Improvement Agreement.. The Future Improvement Agreement must be signe d, no,torized and approved by the City prior to issuance. of a Building Permit. Future Improvement Agre'ement completed, Date: By: Grading Requirements 13a. Inadequate information 'available od site plan to, make! a determination on''grading requirements. Please provide more d~tailed proposed and existing elevations and contours. Include, accurate estimates of the grading. quantitie I s (cut, filil, import, export)., 14. No grading' required as determined by the information provided on the site plan. 15.. Grading Permit required. A separate grading, plan prepared by 'ied for: separate a registered Civil Engineer mus,t be submit plan check and. approval through -the. Engineering Department. NOTE:.''The Grading,, Permit must be iss.ued and' grading substantially complete and found acceptable to the City Inspec,tor prior to issuance of Building Permits.— Grading Inspector sign off. Date: By: Miscellaneous Permits Right-of-Way Permit not required. Rig4t-of-Way Permit required. A. separate* Right-of-Way, Permit issued by the Engineering Department is required 'for ..t.he following: Sewer Permit -is not required. -Sewer Permit is required. A,Sewer Permit'is required concurrent with Building.,Permit issuance., The. fee required 1s noted below in the fees section. Industrial Waste-Permit is not required.* Industrial Waste Permit is required. Applica t st complete n mu Industrial Waste Permit Application I F orm and submit for City approval prior 'to- issuance of Building Permits. Permits' mus t be isslued,prior to occupancy. Industrial Waste Permit accepted Date: By: Fees Required' 22.- Park-in-Lieu Fee T_ Quadrant: Fee Pei, Unit: Total Fee: 23. Triaffic Impact Fee Fee Per'Unit: Total Fee: and Thoroughfare Fee Fee Per Unit: Total Fee: 1.4 25. Public Facilities Fee' required. 1 26.- Facilities Management Fee Zone: Fee: /A6 27.' S.ewer F Permit No. 'EDU','s: -Fee: 4a 28. Sewer Lateral -required: Fee: ,REMARKS- ENGINEERING AUTHORIZATION TO ISSUE PERMIT BY: Date: 2,% PLANNING CHECKLIST. g— /q ?, Pl.an Check No Ad~ress .2 6 a V. APN: als--vio _Z6 P.1 anner _11AJ z4 "'i C, L, Phone. 438-1161~ (Name) Type.'of '.Project and Use P6Zx>iA',4b,/77aVS W_ * Z p - `~ .1 one Facilities Management Zone U Q U Legend U, L) C C, C 'Item Complete Item Incomplete Needs ydur.action .1, 2, 3 Number in circle indicates plancheck number'that-defic.iency ~was 1dentified Environmental Revie'w.Required: YES No TYPE ..DAfE OF COMPLETION: Cotmpl-i,ance-,with con.ditions.of approval? If-not, state conditions which .,require-action .,'4,ConditionsoftApproval \41 01scretionary ,~ction Required: YES N 0 TYPE APPROVAL/RESO..NO. DATE: PROJECT NO. OTHER,RELATED CASES:- ompltiance with conditions of,approval?' If not', -state conditions which* requir a on. e ct! 'Conditions of~Approval L and s c.a p e:.~.. . NO. DATE OF 0 -~L: YES D ComplI anc -conditions e.with 'conditions of approval! If ,not, state which require.acti6n. Conditions'of Approval T YES- DATE OF APPROVAL: Cornpl-.' of approval?- If not, state conditions which 0 0 C1 iance with ohdifions. C require 'ac ion.: 11_,.Cohditiont of,'Approva '1-6411. 7 S ite 111 Y" ful dimensioned site. pl an"A~awrt`,- t Provide— e ly o. scale. Show: xi i n g and* proposed North".* arrow,', property, I i hes,,...- easements,, e.. ht-of-way .~if'~U`C*tures, streets'14.existing~ 'street. improvements and~ dimen'sibne& setbacks. 0 1 P1 'n: Sh'ow. n'S~ti a -Jihish floor elevations., el ey-wt ions of. f i n i sh grade, idjacent..to~~Uilding, existing topograpAtcat lines, existing and;propos6d~slopei. and driveway'- T 3.~ Provide .1l'6gal:-.description of. property. 4 Orovide"ass'e5so s pa~rcel number. zo ping: to 121/13 11 .'SetbiEks':; .-,'F r n t .':.Requ i red -7-0 Shown 2~6' -~'Int&' -,'Side —Required Shown I Z Streett Side:",," -'Required Shown R Required A Shown . Z,- 9' ear 2.,~4- -..Lo'V-c'6verage: Required Shown do la.: ~.A.-.3. He 3221 ight. equired 3 5"" Shown — 4 P a ng:,, Required 0 Shown 'Z- 02111. ET. Gdest Spaces Required Shown tionients -,add'r6marks,, have been made on the building plans These '.,,-,,-.,m4rk-ed-up..plan-s'','m-ay be ,picked up -at t he Building Department. These marked-up Al pl ans,.,.!must 'b'e tted -wi th the revised plans for.this project. Have-Dl'aW'been-mar e up? -YES k' d, NO. 7 C1 0 El" .74 _____DA E OK' TO 'IS S UE T PLNCK.FRM .......... 53 3 3~3 ... .. .. .... 7e .77 -7 7 4 :; ------------ 4i- -'(S 7 *I HETHERINGTON ENGINEERING9 INC. GEOTECHNICAL CONSULTANTS January 23., 1990 ..Project No. 448. 1'. Greg-Brown, Architect 829 Ocean Crest Road Cardiff, CA 92007 Subj&ct.: FOUNDATION PLAN REVIEW Proposed Building Additions 2624 Obelisco Place Carlsbad, California Reference: 1) "Geotechnical .-Investigation,. Propos.ed. Building Additions, 2524 Obelisco. Place, Carlsbad, California,", by Hetherington Engineering,, _Inc., dated January 3, 1990. 2) "Addition, T.J.. 2624 Obelisco Place, 'Ca'rlsbad'."-,"','*',California,11 by Greg McKinnon V Prown., Arch November '16; 19'89.' Dear Mr. Brown: Based on our review of' Reference .,.2,,it appears,that foundation plans for the proposed ,family/study room and second-story bedroom additions. are—in general. confotman ce . with ' the: recommendations contained in Reference 1. Foundation excavations. should ?'be inspected by the Geotechnical Engineer.. to ensure t.hat -they'are' founded in bedrock. If you have' any .qu6stions, please call. Sincerely,- HETH N EN RING, INC. R GTON ES JH[ Ci 30488 Geo Ical Engineer 397 (both expire 3/31/92) UJ No. 3R7 0 Exp. Date —, MDH/ss**. co UF CAW 5245 AVENIDA ENCIN.AS's. SUITE G e CAR.LSBAD, CALIFORNIA 92008 (619) 931-1917 1.4 Z4 HETHERINGTON ENGINEERING, INC.. GEOTECHNICAL CONSULTANTS January 3, 1990, Proj ect NO. 4.48.1; T. J. an'd.Maryann Malewicz . 2624 Obelisco Place Carlsbad, CA 92009' Subject: GEOTECHNICAL INVESTIGATION Proposed Building Additions 2624 Obelisco Place Carlsbad, California Dear Mr. & Mrs. Malewicz: In accordance with your request, we have performed -a geotechnical investigation at the subject site. Our investigation was-performed in ' December 1989. The purpose of ourinvestigation was to-evaluate the - property with re'ipect -.to geotechni'cal conditions, and to provide foundation -recommendations for, the proposed building additions. U With the above in mind,- our scope of 'services, incl'ded the following: _.o Review of available,., soil and geologic reports for the'site vicinity'(see Ref erences); Two hand 'excavated test, pits in the' area of the proposed additions for visual observation and'soil/bedrock sampling; Laboratory testing of samples obtained; .-.o tngine.~ering ,analysis 'of the data; The preparation of" this report presenting our findings, conclusions, and foundation recommeridat ions. SITE DESCRIPTION The, subj ect site, located at 2624 Obelisco Place, Carlsbad, at California consists, of* an irregul'arly.sha*ped residential lot the ntly occupied by a two-story, single-family, wood-frame is prese -..structure. The front portion of the~ property consists of a driveway and" landscaped area'.', while the,rear and sideyard portions of the property consist of landscaped ,areas with a swimming pool and'patio in the back. 5245 AVENIDA ENCINAS SUITE G CARLSBAD, CALIFORNIA §2008 (619) 931-1917. GEOTECHNICAL INVESTIGATION Project No. 448.1 January 3, 1990 Page 2 The subject site is bounded by residential properties of higher elevation to the south, lower elevation to the north, obelisco Place to the west and Obelisco Circle to the east. .PREVIOUS SITE GRADING The subject lot was originally graded during June and July 1977. According to the referenced "Report of 'Compaction Test Results. . . 11 (see References), grading of the site consisted generally of cutting the southern 'portion of the lot and filling the northern portion of the building pad area.. An approximate 5 feet high fill slope was created descending down to natural site topography from the northern limit of the building,pad. Observation -and testing during grading was performed by San D-ieguito 'Fill soils were reportedly placed in lifts, moisture conditioned and compacted by mechanick means to at least 90 percent relative compaction in accordance with ASTM: D 15571-70. PROPOSED DEVELOPMENT -the residence We. understand that the proposed building.additions to con'sist, of a bedroom to be located on the second-story at the northeast corner of the existing structure along with a two-story family and study room to be built out from the northwest portion of ~the existing structure.. A new deck.is also planned out from the -northern wall of the structure east of and adjacent to the family/study room addition. The structural outlines of the -proposed additions are indicated on the attached Plot Plan, Figure 1. We also understand -that the proposed additions will be wood- frame -with raised-wobd floors founded on new conventional continuous/spread footings-for the family/study room and deck wh ' ile the 'new,,bedroom will be founded on existing continuous and new spread footings. We anticipate that building loads will be t ypical for this type of relatively light construction. Construction will be.at about existing!site grades. SUBSURFACE,EXPLORATION Subsurface exploration consisted ' of excavating two test pits to depths of 4-1/2 to 5-1/2 feet below existing grades. The test pits. were excavated~ manually. The approximate locations of the test pits are shown on'the accompanying Plot Plan, Figure 1. HETHERINGTON ENGINEERING, INC. GEOTECHNICAL INVESTIGATION Project No. 448. - 1 January 3, 1990 Page 3 The. test pits were continuously logged during excavation by a geologist from this office, who. 'visually classified the soi l (Unified Soil Classification System),and obtained bulk samples fo r laboratory testing. The Logs of Test Pits are .presented on Figure 2. LABORATORY TESTING Laboratory. testing was, performed on samples obtained during t h e subsurface. exploration. Tests performed', consisted of the following:- Dry Density and Moisture Content (ASTM: D 2216) Direct Shear (ASTM: D 3080) Results of the dry density and,moisture content determinations are presented on the Logs of Test Pits, Figure 2. The remaining laboratory tests,are presented on Figure 3. SUBSURFACE CONDITIONS The subsurface soils encountered in the two test pits consisted'of fill soils to approximate depths of 3 feet in Test Pit *1 and,4,feet, in Test Pit,2. The fill soils consisted generally of moist to w e t , loose, orange-brown to gray silty fine sand in'Test Pit 1 and moist, stiff, red-brown fine sandy clayey silt with 'abunda n t angular gravel ' and cobble size clasts in Test Pit 2. The fill. material -in Test 'Pit 1 is underlain by an approximately 2 feet thick zone of apparently reworked colluvium. consisting of sligh t l y odoripherous, moist to' very moist, stiff, dark gray, fine sandy clayey silt with abundant angular gravel to cobble size clasts and some roots. The colluviun in Test Pit 1 and fill in Test Pit 2 is underlain by weathered bedrock of the late Jurassic Santiago Peak Vol-canics. Although wet soils were found in Test Pit 1, no groundwater was observed,.,in the test pits during our investigation. It should be noted, however, that fluctuations in the amount and leve l o f groundwater may occur due to variations in rainfall, irrigatio n , and other factors which may not have been evident at the time,o f our field investigation.* HETHERINGTON ENGINEERING, INC. 711 A GEOTECHNICAL INVESTIGATION Project No. 448.1 January 3, 1990 Page 4 - SEISMICITY The site is within, the seismically active southern California, region. There are, however, no active or potentially active faults. located within or, adjacent to the site. Active and potentially ~active, fault zones within the~ general site. region include the Elsinore and the offshore extension of the,Rose Canyon, which are located approximately ~3 miles and 7 miles from the site respectively. Strong ground motion could also be expected from earthquakes occurring along -the San Jacinto and San Andreas fault , zones, which lie northeast, of the si~bject site at distances of -approximately 48 miles and 72 miles respectively. The San Clemente' fault, which lies approximately 5.5 miles southwest of the site offshore, as well as numerous other offshore faults, could'also provide strong ground motion. seismic risks on-site are limited to ground shaking during seismic events on active faults in the region., The most significant probable earthquake event to effect the property, would be a 7.0 magnitude earthquake on the Rose Canyon fault. Potentially, repeatable horizontal .,accelerations on the order of 0 -28g are possible with a duration of strong ground motion exce;ding 25 seconds. Peak (instantaneous) accelerations would be higher., CONCLUSIONS AND RECOMMENDATIONS l.' General Based on the results of our investigation, the proposed' additions are feasible from a ge6technical standpoint~ Foundation plans should take into account the appropriate geotechnical features of the site. 2. Foundations The. proposed family/study room addition and any new fou ' ndations for -the second-story bedroom addition should be supported by continuous/spread :footings founded. at least 18-inches into 'bedrock. We aii~icipate the foundation depths will range from 5 to 6 feet below existing grades. Existing.footings inthe area of .the prbposed~ second-story bedroom addition are presumably .founded in fill for which an allowable bearing pressure of 1500 pounds- pe . r square foot was previously recommended, (see Reference 4). Additional loads on existing footings due to the* second-story addition may result in settlementand pos.sible damage to the structure. .,Such settlement and damage would HETHERINGTON ENGINEERING3 INC. ril J9 GEOTECHNICAL INVESTIGATION Project No. 448.1 January 3, 1990.' Page 5 likely be, minor. New foun ' dations',supported in bedrock as. recommended may: be 'designed,for 6 aead plus live load bearing ,value of 4000 pbunds per square 'foot. This - value may be increased by. one-third for loads including wind or seismic .forces. Lateral, bear ' ing values of , 200 and 600 pounds per .1 square foot per ,foot of depthfor fill/colluvium and bedrock,' respectively", nay be utilized. A, coefficient of friction .between bedrock and concrete of 0.4 may.-be assumed. New continuous.-footingg should be reinforced with at least two No. '4 bars, on . e.top and one bottom. Foundation excavations should be inspected- by the-Geotechnical Engineer to ensure that,they ~are founded in suitable bearing materials... Footings located-adjacent to slopes should extend to sufficient depth to provide at least. 5 feetof horizontal cover between the footing and the face,of the slope.w Due to the hard nature of the' bedrock underlying the site, footing excavations may. require jackhammering to achieve the proper footing depths. 3. Foundation Plan Review Foundation ~plans should, be reviewed by the Geotechnical Engineer. to, confirm conformance with the recommendations presented herein. and 'to modify- the recommendations as necessary. LIMITATIONS The' analyses, conclusions and rec'otmen'dat ions ' contained 'in this repoft are based'on site conditions as they existed at the time of our. investigation . and further assume -the excavations to 'be representative of the subsurface co.nditions throughout the site. If' different subsurface' conditions from those encountered'durihg our exploration are ,:%obseryed or appear to be present, in excavations t thez Geo~echnical Engineer should be promptly notified for review and reconsideration of recommendations. bur' investigation was performed us ' ing th'e degree of care -and skill'-.,ordinarily ex~rcised,* under 'similar circumstances, by reputable Geotechnical Engineers' p racticing - in~ this or similar localities-. No . other warranty, express or', implied, is made as to t I he -conclusions and professional advice,: included in this report. HETHERINGTON ENGINEERMNG, INC. Arm REFERENCES Eisenberg,-.Leonard I.,.1983.,-"Pleistocene an6 Eocene Geology of, d Rancho Santa Fe Quadrangles, Plate 3,.In "On the Encinitas an 4 Manner of Depositio' of'.,the E cene-Striata in Northern San the n 0. Diego county,". San Diego Association of Geologists,,Edited ,by Patrick L. Abbott, 1985. Jennings, C.W., 1975, Fault Map of California, California Division-of'Mines and Geology, Geologic Data Map No. 1. Pl"oessel and Slossen, 1974, Rep6atable' High 'Ground Accelerations from Earthquakes, California Geology, September 1974. San Diegu'ito Engineering-1 Report of Compaction Test Results, Proposed Residential Site Located on Obelisco Place, Carlsbad, California,. dated 'August 31, .1977. .5,.- Seed' and 1driss, '1582, Ground Motion and Soil Liquefaction During Earthqu . akes, EERI Nomogr I aph. HETHERINGTON ENGINEERING, INC. PROPOSED. DECK PROPOSED ADDITION TP-2Xl- L I L X ITP 0 0 EXISTING EXISTING RESIDENCE 0 co co .;DRIVEWAY' PROPOSED- ADDITION 'Zi ui co LEGEND m APPROXIMATE LOCATION NOR TP-2 OF. TEST PIT 711 PLOT.p LAN', SCALE- ~1"- 20' HETHERINGTON ENGINEERING MALEWICZ'R ESIDENCE GEOTECHNICAL CONSULTANTS NO. OROJECT 448.1 FIGURE NO. 1 BACKHOE COMPANY: ahbar Con truction BUCKET SIZE: Hand Excavated DATE: 12/15/89 W W M z TEST PIT NO. ELEVATION 5 W W* 0 CO a. W z w 0 a M z* W LL 0 W ~ W 00 SOIL DESCRIPTION 0 FILL: Brown silty fine sand, moist, loose orange-brown and.gray,silty fine sand', wet, loose 96.1- 25.5 SM COLLUVIUM (Reworked?): Dark gray fine sandy clayey silt with abundant angular gravel and cobble, moist to ML very moist, stiff, rootlets and some dead roots, slight 105.6 18.6 WEATHERED SANTIAGO PEAK VOLCANICS: Fractured, hard, F— greenish-gray metavoicanic roc with orange to red- brown fine sandy clayey .,silt, moist, stiff Total Depth 5h' 18 =6 'No Groundwater No Caving 10 TEST, PIT NO. 2 ELEVATION 0 FILL: Red-brown fine sandy clayey silt with abundant angular gravel and cobble, moist, stiff ML NEATHERED SANTIAGO PEAK VOLCANICS: Fractured, hard, .5 . greenish-gray.nietavolcanic rock with orange-browfi fine sandy clayey silt, moist, stiff Tbtal Depth 4k" No Groundwater No Caving 10 1— LOG OF TEST P.1TS HETHERINGTON ENGINEERING Ma lewicz Residence GEOTECHNICAL CONSULT.ANTS PROJECT No. 448.1' FIG . URE. No. 2 0 30001 NORMAL PRESSURE (PSF) SYMBOL SAMPLE LOCAT ION COHESION (psf) FRICTION ANGLE 10) REMARKS TP-1 @ 51 200 28 Remolded to in-place density, saturated DIRECT.SHEAR TEST'RESULTS. HETHERINGTON EHGIHEERING ',Malewicz.Resid6nce GEOTECHNICAL CONSULTANT'S PROJECT NO. '448.1 FIGURE No. 3 CERTIFICATION OFCOMPLIANCE. 1~ ~ . . ' . ' 0 0 f CITY OF CARLSBAD - Plan, Check.N DEVELOPMENT PROCESSING SERVICES-DIVISION- 2075 LAS PALMAS CARLSBAD, CA'92009 (619).438-1161 This form shall be used to determine the amoluat'of school fees for a project-a'n.d to verify.*. that. the project applicant 'has complied with the school, . -fee requireme _'n t . s. No bu . ilding permits * for the. projects *shall be' 'issued ..-until., the certification- is signed b I y the appropria:te, school district and retur'ned.to the City of Carlsbad Building Department: SCHOOL DISTRICT: Carlsbad Unified San Marcos Unified 801 Pine Avenue 270 West San Marc'os Blvd. Carlsbad, CA 92009', (434-0610) San Marcos,.CA 92069 (744-m-4776) Encinitas, Union Elementary 'San Di.eguito Union High School 189 Union Street '710 Encinitas - Boulevard Encinitas, CA 92024- (944-43d6) Encinitas, CA 92024' (753-6491)' CA Projed Applicant: APN:2/ o- 2(0 Project Address: 6v Z (4 L I'S co RESIDENTIAL: SQ. FT. of living,area: Number' -of dwelling units SQ. FT.. of covered area SQ. FT. of ga:rage area cbkMERCIAL/ INDUSTRIAL:, SQ.. FT. AREA Prepared 'By Dat'e. --------------------- ------------------------- FEE CERTIFICATION (To be c ompleted by the School Distric t). Applicant has complied with fee requirement unde -,&-r-n m P n t SAN MARCOS UNIFIED SCHOOL DISTRICT FACILITIES PLANNING Project is subject~~to an existing fee agreement DATE FUND Project is'exempt from Government Code 53080. LOCATION 02A AV109 TR4CT ) ___7 RE~Ellj _2~ Final. Map approval And co ' nstruction starte (other school fees paid) Other Residential Fee Levied: $ based on sq. ft.@ Comm/Indust Fee Levied: based on sq. ft..@ A!~Lw/ Scho DistriEt_ Title ~at7e AB 2926 and SB 201 ,fees are.capped at $1.56,per square foot for residential' AB 2926 is capped at $.'26 -~per square foot for comm'ercial/industtial.