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Home My WebLink About2405 SACADA CIR; ; CB880991; Permit0 I hereby affirm that I am licensed under provision, of Chapter 9 (commencing with Section 1000) of Division 3 of the Business and Profession. Code, and my license is in full force and effect. I hereby aitirm that I am exempt from the Contrac— tor.. License Law tar the following reason (Sec. 7031.5 Business and Professions Code: Any city or county which re-quires a permit is construct. alter, improve, demolish. or repair any structure, prior toils issuance also requires the ap- plicant tar such permit to tile a signed statement that he is licensed pursuant to the provisions of theContractor's License Law (Chapter 9 commencing with Section 7000 of Division 3 of the Business and Professions Code) or that is ox. empi therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by an applicant for a permit sub- jects the applicant to a civil penally of not more than live hun-dred dollars (5500). I I. as owner 01 the prnperly, or my employees will, wages as their sole compensation. will do the work, and the struc- ture is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractor's License Law dues net apply to an owner 01 property who builds or improves thereon and who does such work himself or through his own employees, provided that such improvements are not intend-ed or uttered for sale. It. however. the building or improvu- mantis sold within one year of completion, the owner-builder will have the burden of proving that he did not build or im- prove in, the purpose of sale). I 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 loan owner of properly who builds or im-proves thoreos, and who contracts for each projects with a contractor(s) license pursuant to the Contractor's License Law). I') Asa homeowner lam improving my home, and the follow- ing Conditions exist: I. The work is being performed prier to sale. I have lived in my home [or twelve months - prior to completion of this work. I have out claimed this exemption during the last three years. lam exempt under Sec. _________________ - B & P.C. for this reason 11SF BALL PQINT PFN DNLY & PRFSS NARfl APPLICANT TO FILL IN INFORMATION WITHIN SHADED AREA AND DECLARATIONS. CARLSBAD BUILDING DEPARTMENT APPLICATION & PERMIT 2075 Las Palmas Dr., Carlsbad, CA 92009-1915 (619) 438-1161 . JOB ADDRESS AV. ST.RO. THOMAS BROS NO. ATEOF APPLICATIONI BUSINESS LICENSE vi VALUATION PERMIT NUMBER 3 C1C'Z —H 11 0 T7 LOT BLOCK SUBDIVISION ASSESSOR PARCEL NO. CONTRACTOR CONTRACTORS PHONE x ZONE I J Sr'E OW R'S NAME OWNER'S PHONE CONTRACTOR'S ADDRESS foA AV/(M4t) I43-ir7 STATE LICENSE NO. __________________ __________________ __________________ __________________ BUILDING SO. FOOTAGE rE p7 SAME ' OWNER'S MAILING ADDRESS 2387 10/11/88 0001 01 02 - 3I-)9 L,.tujjs.jTE c.ARL'BA DESIGNER DESIGNER'S PHONE Blcftt 15360-00 OESCR)T ION OF WORK DESIGNER'S ADDRESS STATE LICENSE NO. F/P FLRELEV.I NO oc G EDU I STORIES ___________________________ YO NO CENSUS TRACT I PARKING SPACE RES UNITS I GRADING PERMIT ISSUED TYPE 0CC LOAD FIRE SPR - I V 0 NB'I_ I REDEVELOPMENT J AREA 0 N CO CO I_vO N Not Valid Unless Machine Certified - OTY. PLUMBING PERMIT- ISSUE OTY. MECHANICAL PERMIT- ISSUE SUMMARY/ACCOUNT NUMBER 7O EACH FIXTURE TRAP , INSTALLFURN.DUCTSUPTO100,000BTU _______ BUILDING PERMIT 001'810'00'00'8220 2.. EACH BUILDING SEWER\ , - OVER 100,000AT. SIGN PERMIT 001-810'00'00'8221 2-. EACH WATER HEATER ANDIORVENT , BOILER/COMPRESSOR UPTO3HP '#J_' PLAN CHECK 001'810-00'00'8891 2.— EACH GAS SYSTEM 1TO4OUTLETS ' BOILER/COMPRESSOR3.15HP J _\9X'I TOTAL PLUMBING 001-810'O0-00'8222 ___________ EACH GAS SYSTEMS OR MORE - 2-. METALFIREPLACE V, D.OELECTRICAL _001'810'00'00'8223 EACH INSTAL.. ALTER, REPAIR WATER PIPE - VENT FAN SINGLE DUCT _ ANICAL O01-810'0O-00'8224 EACHVACUUMBREAKER . 'Z. MECH EXHAUST HOOD/DUCTS 'C.tS MOBILEIIOME 001'810'0O'0O'8225 WATER SOFTNER , RELOCATION OFEAFURNACE/HEATttr - SOLAR 001-810-00'O0'8226 EACH ROOF DRAIN (INSIDE) . Z_ DRYER VENT STRONG MOTION 880-519'92'33 .23 - TOTAL MECHANICAL TOI AL PLUMBING 1/)!_- FIRE SPRINKLERS 001'810'00'O0'8227 PUBLIC FACILITIES FEE 320-810-O0'00'8740 — BRIDGE FEE 360-810-00-00-8740 'yr OTY. ELECTRICAL PERMIT - ISSUE OTY. MOBILE HOME SETUP PARK-IN-LIEU (AREA I a... NEW CONSTEA AMP 'SWl BKR Ja-j CAR PORT . TIF _312-810-00-00-8835 IPH_•_3PH , AWNING , LA COSTA hF 311-810'00'00'8835 /o7 EXIST BLDG EA AMPISWT:SKR GARAGE FMF I PH 3 PH . — ', LICENSETAX _p ")'5 001-810-00-00-8162 /1 REMODEL'ALTR PER CIRCUIT . . MFF 6_-880-519'92-5i TEMPPOIE 200AMPS , - OVER 200 AMPS TEMP OCCUPANCY (30 DAYS) CREDIT DEPOSIT . TOTALELECTRICAL _ TOTAL - . TOTAL FEES PAYABLE 0-0 I HAVE CAREFULLY EXAMINED THE COMPLETED 'APPLICATION AND PERMIT' AND DO HEREBY I Expiration Every permit issued by the Building Official under the provisions of this * AN OSHA PEAT IS REQUIRED FOR EXCAVATIONS OVER Code shall expire by limitation and become null and void If the building Or work CERTIFY UNDER PENALTY OF PERJURY THAT ALL INFORMATION HEREON INCLUDING THE I VC)" DEEP AND DEMOLITION OR CONSTRUCTION OF authorized by such permit is not commenced within 180 days from the dale of suchpermit. DECLARATIONS ARE TRUE AND CORRECT AND I FURTHER CERTIFY AND AGREE IF A PERMIT IS or it the building or work authorized by such permit is suspended or STRUCTURES OVER 3 STORIES IN HEIGHT ISSUED: TO COMPLY WITH ALL CITY. COUNTY AND STATE LAWS GOVERNING BUILDING CON- abandonedtany time after the work is commenced for a STRUCTION. WHETHER SPECIFIED HEREIN OR NOT, I ALSO AGREE TO SAVE INDEMNIFY AND T' SIC TURE KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES. JUDGMENTS. COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEOUENCE OF THE GRANTINGOFTHISPERMIT. jtco~u,,lA 0_2,cvOWNEa¼BYPHONE0 _eriodob180 days CONTRACTOR 0 APPRO DATE ii4Ii77 I hereby affirm that I have a certificate of consent to svll.ivsure. or a certificate 01 Workers 'Compensation In. surance. ora certified copy thereof (Sec. 3800. Labor Code) POLICY NO. COMPANY 0 Copy is tiled with the City 0 Certified copy is hereby furnished CERTIFICATE OF EXEMPTION FROM WORKERS COMPENSATION INSURANCE (This suction need not be completed it the permit is for one hundred dollars ($100) or less) El I certify that in the performance 01 the work for which this permit is issued. I shall not employ any person in any manner so as to become subject to the Workers' Compex. salion Laws 01 California. NOTICE TO APPLICANT: It. alter making this Certificate 01 Exemption. you should become subject to the Workers Compensation provisions 01 the Labor Code, you muol forthwith comply with such provisions or this permit shall - be deemed revoked. r 0 I hereby affirm that there Is a construction lending dc agency for the performance 01 the work for which this per' 01 mit is issued (Sec. 3097. Civil Code) zI III t Lender's Nome -a' L Lenders Address - TYPE DATE INSPECTOR BUILDING FOUNDATION REINFORCED STEEL MASONRY GUNITE OR GROUT SUB FRAME 0 FLOOR 0 CEILING SHEATHING 0 ROOF 0 SHEAR FRAME EXTERIOR LATH INSULATION INTERIOR LATH & DRYWALL '... W-111 PLUMBING O SEWER AND BL/CO D PLJCO UNDERGROUND 0 WASTE 0 WATER TOP OUT DWASTE 0 WATER TUB AND SHOWER PAN GAS TEST 3/3/k O WATER HEATER 0 SOLAR WATER ELECTRICAL ELECTRIC UNDERGROUND 0 UFFER ROUGH ELECTRIC ELECTRIC SERVICE 0 TEMPORARY O BONDING 0 POOL MECHANICAL DUCT & PLEM., 0 REF. PIPING HEAT - AIR COND. SYSTEMS VENTILATING SYSTEMS CALL FOR FINAL INSPECTION WHEN ALL APPROPRIATE ITEMS ABOVE HAVE BEEN APPROVED. FINAL I ., I A PLUMBING P5 ( ( ELECTRICAL MECHANICAL GAS BUILDING SPECIAL CONDITIONS UB8t0 cj FIELD INSPECTION RECORD REQUIRED SPECIAL INSPECTIONS INSPECTOR'S NOTES INSPECTION REQ. IF CHECKED INSPECTOR'S APPROVAL DATE ,7 .cii1 iftt_.. 6* 7) y 4 PRIOR TO FOUNDATION INSP SOILS COMPLIANCE -' Ô STRUCTURAL CONCRETE OVER 2000 PSI PRESTRESSED CONCRETE - POST TENSIONED CONCRETE FIELD WELDING HIGH STRENGTH BOLTS SPECIAL MASONRY PILES CAISSONS 6^ . DEVELOPMENT PROCESSING SERVICES DIVISION 2075 LAS PALMAS DRIVE CARLSBAD, CA 92009-4859 ) (619)438-1161 MISCELLANEOUS FEE RECEIPT Applicant Please Print And Fill In Shaded Area Only JOB ADDRESS If0 5AC410f C )QCL_rz PLAN ID NO. ASSESSOR'S PARCEL NO. i9 0 -36 GJ ( OWNER RcER-r A VI6N1ro OWNER'S MAILING 13'+ L1VArrTt. ADDRESS SI VAL9TI !Ajo01 01 05 CITY .ARJ.,.sAP ZIP 'J3..Oo'\ TEL. CONTRACTOR ,%i.J Nf..R.. /Bc !i..oR 3 2.-2- 9 7 ESTMATED VALUATION CHECK FEE 001-810-00-00-8821r-- 1 I D Z..._ CONTRACTOR'S MAILING SA fl')PLAN ADDRESS IF THE APPLICANT TAKES NO ACTION WITHIN 180 DAYS, PLAN CHECK FEES CITY - ZIP TEL. WILL BE FORFEITED.' STATE BUSINESS LICENSE NO. LICENSE NO. SUBDIVISION LOT(S) LEGAL DESCRIPTION 1,07 J43 of: LA 05T ' CHECK IF SUBMITTED: 15 -r UN T-3 oc mete 12 ENERGY CALCS 0 2 1987 ENERGY CALCS FOR NON RESIDENTIAL BLDGS DESCRIPTION OF WORK &)E.KI Pi.EX. ID 2 STRUCTURAL CALCS L 2 SOILS REPORTS '13 0 2 SELF ADDRESSED ENVELOPES S DATE GIVEN! DATE SENT TO APPLICANT CONTACT PERSON Sá\ (Y , LA COSTA LETTER ADDRESS SCHOOL FEE FORM CITY ZIP TEL. P & E CORRECTIONS LIST CERTIFICATE OF OCCUPANCY AP LICANT'S SIGNATURE L6a4h White -File DATE 7-'as -- Yellow- Applicant Pink. Finance Gold . Assessor SU4W FINAL BUILDING INSPECTION 88-0991 'DATE:April 28,1989 PLAN CHECK NUMBER A. VIGNATO PROJECT NAME:,ROBERT ADDRESS: :•. 05 sAcADA CIRCLE, . . PROJECT NO _________________ UNIT NUMBER _________________ PHASE NO NEW DUPLEX TYPE OF UNIT NUMBER OF UNITS CONTACT PERSON BOB VIGNATO CONTACT TELEPHONE 36-1897 ' ALL DEPARTMENTS ii INSPECTED . . . DATE: MAY ñ 1°9 . 9Ml 'l . BY: - APPROVED INSPECTED: _____ DISAPPROVED - . • - - -. -. ..- .• -C INSPECTED BY:' .: -•. . - DATE'.- • INSPECTED: ____________ APPROVED ______ DISAPPROVED INSPECTED DATE BY _______________________ INSPECTED ____________ APPROVED DISAPPROVED Costa R UIstrIc COMMENTS (619) 4.38-3367.. - 14 v '- Rev 1186 WHITE Susp,s Water Distilct GREEN Engineering CANARY Utilities PINK Planning GOLD Fire IS w. FINAL BUILDING INSPECTION 88-0991 April 28,1989 PLAN CHECK NUMBER DATE ROBERT. A. VIGNATO. PROJECT NAME: V V VV. 2405 .SACADA CIRCLE :.ADDRESS: PROJECT NO.: _____'11 5_2 57 ____ UNITV.NUMBER: _________________ PHASE NO.:'•_________________ NEW DUPLEX TYPE OF UNIT NUMBER OF UNITS BOB V1IMATfl V. CONTACT PERSON: CONTACT TELEPHONE 436_1897 V DEPARTMENTS V V •.:.- V ALL .DEPARTMENTS INSPECTED /Vflp DATE , 2i iø- V I•V V V V INSPECTED: APPROVED DISAPPROVED BY: V V INSPECTED V DATE V V V V V BY: V INSPECTED: V V APPROVED V DISAPPROVED V V INSPECTED DATE BY: V . INSPECTED: V APPROVED V DISAPPROVED•______ t VVL :V V V: VV • Rev. 1186 WHITE Suspense BLUE Water Dis Engineering A'NARY Utilities PINK Planning GOLD We. FINAL BUILDING INSPECTION Dow 09 April 28,1989 PLANCHECK NUMBER: DATE: ROBERT A. VIGNATO PROJECT NAME: . 2405 SACAACIRCLE ADDRESS: . oi PROJECT NO.: ________________ UNIT NUMBER: . PHASE NO.: ________________ .• NEW DUPLEX TYPE OF UNIT NUMBER OF UNITS BOB VIGNATO . CONTACT PERSON: 361897 CONTACT TELEPHONE ALL. DEPARTMENTS . . . . . INSPECT ED DATE Y/r7APPROVED " BY: INSPECTED: DISAPPROVED 'INSPECTED :. • . . DATE . . BY: . INSPECTED: ____________ APPROVED ______ DISAPPROVED INSPECTED . DATE BY: _______________________ INSPECTED: APPROVED ______ DISAPPROVED COMMENTS: . . / . . . . •. . * / - . - .1 . .. Rev. 1186 WHITE Suspense BLUE Water District GREEN wering Utilittes anI O LD: Fire FINAL BUILDING INSPECTION to .41 . 880991 April 28 .1989 PLAN CHECK NUMBER: DATE: . . PROJECT NAME: ROBERT A..VIGNATO 129, 2405 SACADA CIRCLE : . ADDRESS: PROJECT NO.: _________________ _________ UNIT NUMBER: . PHASE NO.: ________ IF NEW DUX. 4 TYPE OF UNIT: NUMBER OF UNITS: _______________________ %N1ENANcE / BOB V1GNATO . . \Q CONTACT PERSON: CONTACT TELEPHONE 436-1897 ALL DEPARTMENTS .• ,.. INSPECTED : DATE INSPECTED; • '-5_1 APPROVED BY; _______________________ DISAPPROVED INSPECTED . • . DATE .. •. .. . ,•., - . •, BY: . INSPECTED: .____________. APPROVED. :_. DISAPPROVED INSPECTED • DATE . . • ,• . . - .:•. BY: _______________________ INSPECTED: . APPROVED ______ DISAPPROVED COMMENTS •: I • .• .• ,• . # ii f—: I . . FINAL BUILDING INSPECTION eel . • .•. PLAN CHECK NUMBER: 880991. DATE: April 28, 1989 ROBERT A. VIGNATO PROJECT NAME: 205 SACADA CUCLE ADDRESS: PROJECT NO.: ________________ UNIT NUMBER: ________________ PHASE NO.: NEW DUPLEX TYPE OF UNIT: NUMBER OF UNITS: 808 VIGNATO •. CONTACT PERSON: .• CONTACT TELEPHONE: - • ALL DEPARTMENTS . INSPECTED DATE _S APPROVED ______ DISAPPROVED INSPECTED DATE BY: • INSPECTED: . APPROVED ______ - DISAPPROVED INSPECTED • . DATE • BY: ___________________ INSPECTED: _________ APPROVED _____ DISAPPROVED - COMMENTS: • 4 . I Rev. 1186 WHITE: Suspense BLUE: Water District GREEN: EngIneering cANARVUtII,PINK: Planning COD:e...—' - Traves & Associates, Inc. I 6 f STRUCTURAL ENGINEERING SERVICES I R.C.E. 28331 -L 9903 BUSINESS PARK AVE. SUITE C SAN DIEGO, CA 92131 (619) 549-6874 FAX (619) 566-6809 FILE COPY 27 February, 1989 Robert A. Vignato 2349 Levante Street Carlsbad, CA 92009 Re: Duplex located 2405 Sacada Circle Carlsbad, CA 92009 Dear Bob; As requested, I called Tim Phillips and left a message. He did not return my call. The reasonably small distance between the bottom of the double top plate and the top of the shear wall is satisfactory as long as the top of the shear wall is blocked and the shear wall is edge nailed or boundary nailed to the blocking. Please refer to the attached sketch. Please call this office if we may be of further service to you. Very-truly yours, James C. Traves enc (i) one extra copy enclosed invoice jgt JAMES G. S IRAVES ) TRAVES & ASSOCIATES, INC. Structural Engineering Services PROJECT V1A TO 2,OEiJ IC SHEET NO. OF_____________ 9903 Business Park Avenue, Suite C DATE 2'? San Diego, California 92131 ______ FAX 566-6809 (619) 549-6874 SIGNATh 1 ( -'- COMPANY W.p$hP OPflPV 4. ." •••:.• . . .. TITLE OIZA ADDRESS OATS7 ... 4 . A/IC HEREB Y CERTIFIES that the said company at its said plant is licensed by the 'AMERICAN INSTITUTEOF TIMBER CONSTRUCTION to use the AITC Collective Markin, respect' 0 of products which comply with applicable provisions at said Standard, that the adequacy of the quality control system in effect at said plant is periodically inspected and verified by the lnspectin Bureau of .:thè AMERICAN:?INSTITUTE OF .TIMBER. CONSTRUCTION,, and that, in the judgment of'AfTC,.. said company.. is capable of complying with applicable manufacturing md testing provisions f said Standard in respect of products manufactured at said plant,Conformance with theStandard in respect of any.specific or particular product is the sole responsibility of the manufacturer; AlTC's guarantee hereunder being that the said company is qualified to produce a product meeting the said Standard and that its plant is periodically inspected and, verif ied by the AITC inspection Bureau. Jj .. . . . ..... AITC .Cerllf/cate'Ná. 41998 A AMERICAN INSTITUTE OF TIMBER CONSTRUCTION ID 1583 AMERICAN INSTITUTE OF TIMCER CONSTRUCTION AITC FORM IBCA _ri I i I5rn_.4. a 41 3tEOFfIM CE R il F I CATE o F. CONFORMANCE //-/E UNDERSIGNED MANUFA C IL/PER HEREB Y CERTIFIES that the products identified below and on attached sheets Nos. are marked with the Collective Mark of the AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (AITC) and were manufactured in conformance with applicable provisions of American National Standard ANSI/AITC A190.1-1983, Structural Glued Laminated Timber, and that such manufacture has been at our plant in_- SO= .IDAHO , which plant has a quality control system approved by the Inspection Bureau of the AMERICAN INSTITUTE OF TIMBER CONSTRUCTION and inspected periodically by such Bureau. The manufacture of these members complies with the manufacturing and fabricating provisions of Chapter 25 of the Uniform Building Code. — /sg.x_(_y• •9 JOB NAME:_ •Q.UI EWERS=f - JOB LOCATION: - 3'PT(VThT. ?TtPV f.5T.TWfTh CUSTOMER'S ORDER NO._O7O5# • -. . Ts _8—--R--- MFGR ORDER NO. .9-4I' WIT 88046' EZ2!ERIOR GWH. DGUGLS FIR. 24P-73 (FOR 1iIflIS # L4YPPJ. ARCRmCTRaLAPPRA4WCE U 1..• •i A'. .. I .... - •\Y :Lj .i 1 . . .. -7- SHEET No. TTACHMENT NUMBER TO ITC Certificate of Conformance No.._____ Dated______ Job Name: SAN 1)7VIX cItg- Job Location: Tr—cvi'v "irj#cwij Customer's Order No. 67n-57867 Doted_ Mlgr's Order No. 9 46d rat- U-d4 The following gives the additional specifications that were used in the m a n u f a c t u r e o f t h e m e m b e r s o n this job; 1. LUMBER Species: DOuGL$PrR/LzptI - Grading Rules; WLI 1116 Paragraph: 1S4_1'17_154 Grades: 1-24T22LiL2DL2 -L3 - Slope of Grain- -_i71i!74_t_ jp 2.-MOISTURE Range:—_712% CONTENT- Variation per member: .52 3 END JOINT. :. RORT2P4 - ., .. ADHESIVE . Conforms to _specifications. Type:— r(JppPD_pPIW('(V1j _-R3OO BOCP No. CB189-1 - GLUING Pressure ioo_ It= _zuru _. _. Pressure Period-12_sooaz&i Glue Spread _-60-701bs. -144 oF TIM P . (~ AITC Licensed Plant No. Pinr ohry Control Supervisor ew ani"a no Date tA ITC i. AIYC Fore 12.3-65 (D 1965 American institute of Timber construction ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA 92123 (619) 560-1468 DATE: /076 /& DAPPLICANT ON JURISDICTION: Cifl'' o, C•,fc.S13A0 EJ'PLWCHECKER DFILE COPY PLAN CHECK NO: SET: NJ CUPS []DESIGNER PROJECT ADDRESS: 2L/0S Slc4J,4 C/jZc..E PROJECT NAME: IZI6,v,17 DuPLEX 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. U The plans transmitted herewith have significant deficiencies identified on the .enclosed check list and should be corrected and resubmitted for a complete recheck. fl The check list transmitted herewith is for your information. The plans are being held at Esgil Corp. until corrected plans are submitted for recheck. The applicant's copy of the check list is enclosed for the jurisdiction to return to the applicant contact person. The applicant's copy of the check list has been sent to: Esgil staff didnot advise the applicant contact person that plan check has been completed. U Esgil staff did advise applicant that the plan check has been completed. Person contacted:______________________ Date contacted: Telephone # REMARKS: By: ,i F__Cff Enclosures:____________________ ESGIL CORPORATION (o,/ 4pp'T V ESGIL CORPORATION 9320 CHESAPEAKE DR.. SUITE 208 SAN DIEGO, CA 92123 (619) 560-14468 DATE: APPLICANT R TION JURISDICTION: 617Y OF C,4-iLS13,43 LiP AN CHECKER OFILE COPY PLAN CHECK NO: SET: 7T CUPS ODESIGNER PROJECT ADDRESS: tL(0S_..5jç c,j,q Cic PROJECT NAME: PvPLtX 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 E with the jurisdiction's building codes when minor deficien- cies identified are resolved and checked by building department staff. I The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. amn The check list transmitted herewith is for your information. The plans are being held at Esgil Corp. until corrected plans are submitted for recheck. D The applicant's copy of the check list is enclosed for the jurisdiction to return to the applicant contact person. The applicant's copy of the check list has been sent to: L3t-LT vi ,'?t'TO 51 CAcI3,41) 5Zoo up Esgil staff didnot advise the applicant contact person that plan check has been completed. fl Esgil staff did advise applicant that the plan check has been completed. Person contacted:_______________________ Date contacted:_ Telephone #________________ REMARKS: By:P f- ct ff Enclosures: ESGIL CORPORATION T 77t S At C TYPE ,,) -1-X /L 'f/c. - 7?Z,q,..iFZ.11G)'L)_(014). firZit _S/cjeI _(?cc.__ç,j_,,v A'PCif. () Diil?"#fZA6r-._A"(tMj)S_ Ale L çiicc _AJD ,"jOT _0S7/t.i"'Ei FL Pfr74,2? FtV Al - S CA L (.5 7D S ffCAJ 7H .JRISDICTION:CA((-J347 Date ROXCT ADDRESS: ?'(0S SAc,'?A C,(ZCL 0:IZ o,)j,zT Vf,vflTb PLAN CORRECTION SHEET ianr Deck No. 6) FOREWORD: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. Per Sec. 303 (c), of the Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law. A. PLANS Please make all cor:ectjons an 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: ESiL c(?.p To facilitate rechecking, please Identity, next to each circled item, the sheet of the plans upon which each correction on this sheet has been made and return this check sheet with the revised plans. The following items have not been resolved from previous plan reviews. The original correction number has been given for your reference. Please contact me if you have any questions regarding these items. Date plans received by plan checker ?/z. Date _JJ(— plan check completed 7 /7 7 - 8y_ P - ESGIL CORPORATION. 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA 92123 (619)560-1468 DATE:• A PL rISDICTI JURISDICTION: C'fl o- CA-ACS fA,) O PLAN, CHECK DFILE COPY. PLAN CHECK NO: 88 1( SET: .2L fJUPS UDESIGNER PROJECT ADDRESS: S,ic,404 Cl lec(.k- PROJECT NAME: y,q-m_q7uPcZe fl 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 U with the jurisdiction's building codes when minor deficien- cies identified are resolved and checked by building department staff. Ej 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. UW The plans are being held at Esgil Corp. until corrected plans are submitted for recheck. U The applicant's copy of the check list is enclosed forthe jurisdiction to return to the applicant contact person. The applicant's copy of the check list has been sent to: • • (tV,1"7 S7 • • (,*rLc,34iD 7Zoo Esgil staff did not advise the applicant contact person that plan check has been completed. El Esgil staff did advise applicant that the plan check has been completed. Person contacted:______________________ Date contacted: Telephone REMARKS: By: P Enclosures: ESGIL CORPORATION jURI50ICT1O4iC14417D ate _________ PROJECT ADDRESS:Zcfc,r .S/C44 C'RL4& TO: A D&T f,/1 ,,q7t7 () -. I I+( Pt4V CT(p Ad F*L PoST)__(I'.) PE-'tCjj._(Al6 , ØZj) 5/trAJ i& 'D /*t.D (I-I'J Iv-,,b CcvC. __Ss'4o.-i EmiLa _jEc__Hit..O.i ,& IA/-1 b ..i-4S tA(L p4,DEC.4C. CSiCrJZfl-7 S- 17J1 t 7)1L3Th fPL',C 77b_S ,4c /LIña (OCA-1 5h-"- S i't A-. 77C 4,/S -t.i-Ale S _7 4 It 4- C'C) C 7 b X6 OA _ S ffiAX ej,4-tC. ,ot,g go^ 7 5 igt Aôofr4(__(OL ,l4C. __•/.i,PfCA- y.&.SP 64 tE Fa m' ,q cc) Q) . C Cyr_" ,CT' S fl-J44C- r... A(C. L i164W iW.P €4J41C. o C A 77eA/poY.7Wt C-0 4L A-T K-A(L O, 6 4Z ) () C U' AS S 11-A,C40 US (A) i stCSj I-oe 14- c,N6CJ ,1.iA-sS STVVCr ______ SE14 oi Siv ,#cc... pcni ICOIZ.. (OL ) 7?11 -A-7iZAL 96((. /3 it 6 St#-tL4L? (-- Dp4-S_ThL iS z)L C W-o,tD f .0, 4P,- (4L L (3 67rylzly c ci C. 8 e4AAL w-e. L A-C( - C rt. EF,(-crs arn LLc,FL C/(iiv6E..S Ar__s7',itS_ C/IC,frJ U S re (k i Ffr" , Y c>tj7(t7 S9AcrC 'c Or AD1c47 Al (, view L Ge ,4 Ct AT 7-, iC P GA cL._ ALL OLi £ A/ThjZ OW S ' C 4 3 (Mv &C A ?iiCfce p (c.JF$T) PLAN CORRECTION SHEET Plane check No. FOREWORD:PLEASE READ Plan check is limited to technical requirements contained in the Uniform Building Code, Uniform Plumbing Code, Uniform Mechanical Code, Nations] Electrical Code and state laws regulating energy conservation, noise attenuation and access for the handicapped. The plan check is based on regulations enforced by the Building Inspection Department. You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department or other departments. The items circled below need clarification, modification or change. All circled items have to be satisfied before the plans will be in conformance with. the cited codes and regulations. Per Sec. 303 (c), of the Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law. A. PLANS () Please make all 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: ESf(. CoYP To facilitate rechecking, please identity, next to each circled item, the sheet of the plans upon which each correction on this sheet has been made and return this check sheet with the revised plans. The following items have not been resolved from previous plan reviews. The original correction number has been given for your reference. Please contact me if you have any questions regarding these items. Date plans received by plan checker Date JI plan check completed___________ By P k3(R4e. /.a_/#S/4 ESGIL CORPORATION 9320 CHESAPEAKE DR.. SUITE 208 SAN DIEGO, CA 92123 (619)56()-I468 DATE:PPLICANT 1YCTIO JURISDICTION: CITY OF CARLSBAD []PLAN CHECKER 0 FILE COPY PLAN CHECK NO: 38 SET: . 0 DESIGNER PROJECT ADDRESS: Z'i05 SAC-I4DA PROJECT NAME: VI61T0 DciPY D The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. The plans transmitted herewith will substantially comply D with the jurisdiction's building codes when minor deficien- cies identified - are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies 0 identified on 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. D The applicant's copy of the check list is enclosed for the jurisdiction to return to the applicant contact person. The applicant's copy of the check list has been sent to: fLOD,Z.T V,v,4m 1Yyq L_i.V,4&r(F X7- CA P_ L.Sh AD IC7 Zo 09 Esgil staff did not advise the applicant contact person that U plan check has been completed. Esgil staff did advise applicant that the plan check has 0 been completed. Person contacted: Date contacted: Telephone #_ REMARKS: BY: P.7?L Fsc1-tEle ENCL:______________ ESGIL CORPORATION V PLAN cIsf NO: 513 JURISDICTION: crr OFCARLSBAD [(C1E&T vt 6 1v 41O PJAERS: _Z'(1_54CDi L)VP,€( 4/69'/ FLOOR 6,14 (z I Y3 a HEIcZ: z I PLAN OucnaL( wcr CITY OF CARLSBAD STh.EFAMfl.Y AND XJPLREINRL.I Date plans received by jurisdiction: 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 by the Planning Department, Engineering Department or other departments. Present California law mandates that residential construction comply with Title 24 and the following model codes: 1985 UBC (eff. 7/31/87) 1985 UPC (eff. 3/30/87) 1987 NEC (eff. 10/28/87) 1985 UMC (eff. 8/28/87) The above regulations apply to residential construction, regardless of the code editions adopted by ordinance. The circled items listed need clarification, modification or change. All items have to be satisfied before the plans will be in conformance with the cited codes and regulations. Per Sec. 303(c), 1985 Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law. To smeed uD the recheck process._ note on this list (or a copy) _where each correction item has been addressed i.e.. plan sheet, specification, etc. Be sure to enclose the markedup_list when you submit the revised clans. Date plans received by Esgil Corporation: Date initial plan check completed: 1,5-By: _P_i'S_Cfli? Applicant contact person: Telephone: : PAGE NUMMM ARE NOT IN SEQUOM AS PAGES HkV= NO 1G NEM336 COFMMONS W List No. 63, Carlsbad Single Family Dwelling and Duplex With All Supplements. (1985 UBC) 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: Esgil Corporation, 9320 Chesapeake Drive, Suite 0208, San Diego, California 92123, (619) 560-1468. 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: The jurisdiction's building department. Indicate on the Title Sheet of the plans, the name of the legal owner and name of person responsible for the preparation of the plans. Section 302(a)7. () All sheets of plans must be signed by the person responsible for their preparation. (California Business and Professions Code). (,) Plans, specifications and calculations shall be signed by the California state licensed engineer or architect responsible for their preparation, for plans deviating from conventional wood frame construction. Specify expiration date of license. (California Business and Professions Code). ,k( 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). ,7 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 show 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 clearly identified as "not included." y(. 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. FIRE PROTECTION Walls closer than 3 feet to property lines / shall be one-hour rated construction, have no openings, and shall have 30 inch parapets when the building floor area exceeds 1,000 square feet on any floor. (Table 5-A, Section 1709 (a)). ,4. Projections, including eaves, may not extend more than 12 inches into the 3 foot setback from the property line. Eaves over required windows shall be not less than 30 inches from the side and rear property lines. Section 1710 and Section 504 (a) and (b). Plastic 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. 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. Show location of permanently wired smoke i' 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 f 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. When the valuation of a room addition exceeds $1,000, or when sleeping rooms are created, smoke detectors shall be provided at existing bedrooms per item 16 above. 12/16/87 2 R0C14 SIZES, U. VlTflJflON APO GLAZING 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). )ef. Window area must be at least 1/10 of the floor area and a minimum 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 floor area and a minimum of 5 square feet. In bathrooms, laundry rooms 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). 31 Required windows shall not open 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). )4 Provide mechanical ventilation capable of providing five air changes per hour in bathrooms, water closet compartments, laundry rooms and similar rooms if required openable windows are not provided. Section 1205 (a). No habitable room, other than a kitchen, shall be less than 710" in any dimension. Section 1207 (c). Show that ceiling height for habitable rooms is a minimum of 76". Section 1207 (a). Show ceiling height for laundry rooms, hallways, corridors, and bathrooms is a minimum of 7'O". 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). 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. )O. Glazing, in the same wall 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. 31. Glazing in shower and tub enclosures shall be tempered, laminated or approved plastic (including windows within 5 feet of tub 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 f 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 clear 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. ars. STAmWAYS. AND RAfl.ThGS Floors above the second story 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 36" in width and not less than 61 8" in height, and shall be capable of opening at least 90 degrees. Section 3304 (e). Provide 36" high protective railing for porches, balconies, and open sides of stair landings. less..than-6L—Sect-±o'r 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. 12 /16/87 3 Provide stairway and landing details. Section 3306 (b) & (c). ( Maximum rise is 7" and minimum run is 11". ' When the stairs serves less than 10 occupants, or serves an unoccupied roof, rise may be 8" maximum and run 9" minimum. (9 Minimum headroom is 61 6". / Minimum width is 36". All handrails per Section 3306 (j), shall satisfy the following: Provide handrail for stairways with 4 or more risers. Handrail shall be 30" to 34" above the nosing of treads. (9 The handgrip portion of handrail shall be not less than 1 1/4" nor more than 2" in cross-sectional dimension. a< Every stairway landing shall have a dimension, measured in the direction of travel, at least equal to the stairway width. Such dimension need not exceed 36 inches. Section 3306 (g), 3304 (i). A door may open inward at the top step of a stairway provided the top step is not more than 7 1/2" lower than the floor level. Section 3304 (h). Provide details of winding stairway complying with Section 3306 (d): Minimum tread is 6 inches at any point and minimum 9 inches at a point 12 inches from where the treads are narrowest. Maximum rise is 8 inches. C. Minimum width is 36 inches. Provide spiral stairway details, per Section 3306 (f): Minimum run is 7 1/2 inches measured at a point 12 inches from where the treads are the narrowest. Maximum rise is 9 1/2 inches. C. Minimum headroom is 6 feet 6 inches 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. X Spira1 stairways may not be used for required exits when the area served is greater than 400 sq. ft. Section 3306 (f). Provide I.C.B.0. Research Report and number for metal stairway, or submit plans and calculations and approved fabricator registered with the building department or note that the stairway fabrication plans shall be submitted to and approved by the building official prior to installation. In buildings over 2 stories in height, provide 3/4 hour fire-rated assemblies for all openings in the exterior wall below or within 10 feet horizontally of an exterior stairway. An exit balcony with 2 separated stairways is exempt. Section 3306 (1). Openings in exterior walls below or within 10 feet, measured horizontally, of an exterior stair shall be protected by self-closing fire assemblies having a three-fourths-hour fire protection rating when the stair serves a floor level having openings in two or more floors below it. An exit balcony with two separated stairways is exempt. Section 3306 (1). Exterior stairways shall not project into the 3 foot setback from the property lines. Section 3306 (n). The walls and soffits of the enclosed usable / space under interior stairs shall be protected on the enclosed side as required for one-hour fire-resistive construction. Section 3306 (m). 51. Within units, show that corridors have a minimum width of 36 inches. Section 3305 (b). 17I It "SIQv L),9pe.z HALe... RODFnG Specify roof slope. Roof slope is not adequate for roof type / specified. Table 32-B; Section 3203 (h). Specify roof material and application. Chapter 32. Specify I.C.B.O. or U.L. approval number for roof materials not covered in U.B.C., e.g., tile, etc. Section 107. 12 /16/87 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 in 12 inches. Section 3203 (e) 3. W.' 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 to show compliance with Sections 3401 and 5207 or provide I.C.B.0. approval number. Plastic skylights must be separated from each 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). MASON 43< Provide fireplace construction details or note construction to be per attached fireplace standard drawing. Chapter 37. )4'. Show anchored veneer support and connections attached to wood in Seismic Zones 3 and 4, comply with Section 3006 (d)1 and Section 2515 (a). Show ties and P9 wire in horizontal joints. 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. ,frir Show floor and roof connections to masonry walls. Connection shall resist 200 pounds per lineal foot or the actual design load, whichever is greater. Cross grain tension or bending in wood ledgers is not permitted. Section 2310 & 2312 (j)3A. 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). ,fr4" Show a minimum 2" air space and flashing between planter and building walls. Section 2516 (c) 7. GARAGE AND CARS Garage requires one-hour fire protection on the garage side of walls and ceiling common to the dwelling. Table 5-B, Section 503 (d). 71 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) JZ Show 1 3/8" solid core self-closing door for ' openings between garage and dwelling. Section 503 (d). Garages are not permitted to open into a room used for sleeping purposes. Section 1104. 3.lC An occupancy separation is not required / between carport and residence, provided the carport is open on two or more sides and has no enclosed uses above. Section 503 (a) Exception 3. Show garage framing sections, size of header /. over garage opening, lateral cross bracing at plate line, method bracing garage front and holddowns if required. Chapter 23. NOTE: Maximum shear panel ratio is 3 1/2 to 1 for height-to-width . Table 25-I. Doors may open into the garage only if the floor or landing in the garage is not more than one 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). () Per soils report, note on the plan the soils classification, whether or not the soil is expansive and note the allowable bearing value. Section 2905 (c). PSr 4 VLf L) (Cr' 79. 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: Ca-oSi 14CC.. IA Thi( oiL -ThS 7D 2 .Tiqfl..S if- 'A It oz. ' ,ip'c.,13 12/16/87 5 XW Provide notes on the foundation plan listing . the soils report recommendation for foundations, slab and building pad preparation. 82 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). 82. gail. 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 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. Chapter 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 elevations. On graded sites, the top of any exterior foundation shall extend above the street gutter at point of discharge or the inlet to a drainage device a minimum of 12" plus 2 percent. Section 2905 (f), 2907 (d) 5. Dimension foundation per U.B.C. Table 29A: Floors Footing Supt,orted* Stemwall Width Depth Thickness 1 6" 12" 12" 6" 2 all 15" 18" 7" 3 10" 18" 24" 8" *Foundations may support a roof in addition to the floors. Where only a roof is supported, use foundation for one floor. Show foundation sills to be pressure treated, or equal. Section 2516 (c) 3. () Show foundation bolt size and spacing. Section 2907 (f). SH1-fl,t c_,4c-L$ s4) QUIOc t CoSt X 5p,4c."G 7rWfJ sT,.) 9z Specify size, I.C.B.0. number and manufacturer 9741j f of power driven pins. Show edge and end distances and spacing. Section 302 (c). If required by structural calculations, show size, imbedment and location of hold down anchors on foundation plan. Section 2312 (f), 302 (c). 5E- Id-17-1 Show adequate footings under all 1-- g ite jM shear walls. Section 2907 (b). '..i'Th- L,,26E -'.s fZL(?'L) Ste. 'y 95 Show on the plans stepped footings for slopes steeper than 1:10. Section 2907 (c). ,)4c Show minimum 18" clearance from grade to bottom of floor joists and minimum 12" clearance to bottom of girders. Section 2516 (c) 2. Show pier size, spacing and depth into undisturbed soil. Table 29-A. Show minimum underfloor access of 18" x 2411. f Section 2516 (c). Show minimum underfloor ventilation equal to 1 f sq. ft. for each 150 sq. ft. of underfloor area. Openings shall be as close to corners as practicable and shall provide cross ventilation on at least two approximately opposite sides. Section 2516 (c) 6. 19 Specify that posts embedded in concrete shall f be pressure treated per UBC Std. No. 25-12. Section 2516 (c) 1. Show wall bracing. Every exterior wood stud / wall and main cross partition shall be braced at each end at least every 25 feet of length with 1 x 4 diagonal let-in braces or equivalent. Section 2517 (g) 3. 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 (a) 6. P1 If hold downs are required by calculations, note on plan that hold down anchors must be tied in place prior to foundation inspection. Section 305 (e) 1. or anceWJIJ.i LUC DJ The utility trenches have been properly backfilled and compacted, and 12/16/87 6 34. Show blocking at ends and at supports of floor joists, rafters and trusses at exterior walls. Section 2517 (d) 3, 2517 (h) 6. ip4 Show double joists. Floor joists shall be doubled under bearing partitions running parallel with the joists. Section 2517 (d) 5. Bearing partitions, perpendicular to joists, shall not be offset from supporting girders, beams, walls or partitions, more than the depth of the joist. Section 2517 (d) 5. Show rafter ties. Rafter ties shall be spaced " not more than 4 feet on center and be just above the ceiling joists, where rafters and ceiling joists are not parallel. Section 2517 (h) 4. ).eI. Show rafter purlin braces to be not less than 45 degrees to the horizontal. Section 2517 (h) 5. Show 1/2" minimum clearance between top plate of interior partitions and bottom chord of trusses. (To ensure loading will be as designed). ,)es(. Show double top plate with minimum 48" lap - splice. Section 2517 (g) 2. 316. 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; C. 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 d. in openings around vents, pipes, ducts, chimneys, fireplaces and similar openings which afford a passage for fire at ceiling and floor levels, with noncombustible materials. Show stud size and spacing. Maximum allowable stud heights: Bearing wall: 2 x4 and 2 x 6 max. 101 ; Non-bearing: 2 x 4 max. 141, 2 x 6 max. 20'. Table 25-R-3. Studs supporting two floors, a roof and ceiling must be 3 x 4 or 2 x 6 at 16" c.c. Table 25-R-3. 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)8 Detail all post-to-beam and post-to-footing connections and reference the detail to the plan. Section 2516 (m). () Detail shear transfer connections, including roof and floor diaphragms, to shear walls. Section 2513. c,1,4(Z -4%,3 t.n_)IL iJ C_4 & Ci-c.S 117 Specify nail size and spacing for all shear S walls, floor and roof diaphragms. Indicate required blocking. Maintain maximum di hr dimension ratios. JTab1es 25 I J, IC and Section 4713 (d)T. P9-trvs7L CC c ti-,qje C.-.' A-Ct3 RA4e C #4LC3 Show 3" x 4" or 2" x 6" studs in first story of three story building. Table 25-R-3. Provide truss details and truss calculations for this project. Specify truss identification numbers on the plans. Provide roof framing plan and floor framing plan. Section 302 (c). Provide framing sections through Section 302 (c). )21 Specify all header sizes for opening over 4' wide. Section 2517 (g) 5. 23. Provide calculations for horizontal framing members -amd,a..-'&iMng'. Section 302 (b). Foet 6cA C, ..p1IL Provide calculations for lateral loads, shear panels, shear transfer and related. Section 302 (b). 12/16/87 7 L4. Show on • the plans all structural requirements ' developed in the structural calculations. Section 302 (c). (See comments below or at end.) l2fr' Columns and posts located on concrete 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 concrete or masonry piers shall / project at least 8 inches above 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. l.2€ Show location of attic access with minimum size ' 22" x 30". Section 3205. Show draft separation for attic area between / units in a duplex. Section 2516 (f). Specify plywood grade and panel identification index. Table 25-N. When roof pitch is less than 3:12, design ridge as a beam. Section 2517 (h). 1)l 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 exterior grade. Section 2516 (i). () Show a weep screed at the foundation plate line on all exterior stud walls to be stuccoed. Section 4706 (e). Detail truss layout for 30" x 30" attic access, if required for equipment in the attic. Ridges, hips, and valleys shall be at least one size larger than supported rafters. Section 2517 (h) 3. In open beam construction, provide strap ties across the beams at the ridge support. Section 2501 (b). AT 6,c P-&6z tS'i ?ANICAL (UNIFORM MECHANICAL DE) 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. Show source of combustion air to furnace, per Chapter 6, UMC. Every dwelling unit 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. IJBC, Sec. 1211. k(. Show minimum 30" deep unobstructed working .' space in front of furnace. Section 505, UMC. (j) Note on plans, "clearances to be per manufacturer's listing." Section 504, UMC. ljiC'. 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.0. approval number for prefab fireplace. Show access to the attic or underfloor furnace ' to be minimum 30 inches by 30 inches. Section 708 & 709 UMC. Note that passageway to the attic furnace / shall be unobstructed and have continuous solid flooring not less than 24 inches wide. Section 708 UMC. 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. 150 Note on plan: Gas vents and non-combustible piping, in walls, passing through three floors or less shall be effectively draft stopped at each floor or ceiling. UBC, Section 1706 (a) 6. Provide dryer vent to outside. UMC, Section ZP11- 1903. 12/16/87 8 )LIRICAL (NATIONAL EXZCTRICAL CODE) All wiring shall comply with the National Electrical Code. Show on the plan the amperage of the electrical 7 service, the location of the service panel and the location of any sub-panels. Show location of all electrical receptacles. 154 Electrical receptacle locations and/or spacing is not adequate in i$7 i,,ALL - Li 6-S7- LLL c)- LiVi,..'( Show at least one convenience outlet other than outlets for laundry, etc., outdoors, in garages and basements. NEC, Art. 210-52. tI~ Note convenience outlets in bathrooms, kitchen counter top(s) within 6 feet of the kitchen ink, outdoors, and in garages and basements other than for laundry and similar equipment) be GFI protected. NEC, Art. 210-8. 47 it-sT Aiv3 OvTSii7L S#PL G Note electrical system ground to be provided per NEC, Art. 250-81. PITh1BING (UN1704 PI1BThG TOE) E~)Show water heater ( )-li,uemie'icsiatSqu on plans. UPC, Section 01. 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. Fuel combustion water heater shall not be ' installed in bath or bedroom or in a closet opening into bath or bedroom. UPC, Section 1309. )61. Provide adequate barrier to protect water heater from vehicle damage. UPC, Section 1310. Show T and P valve on water heater and show 7 route of discharge line to exterior. UPC, Section 1007 (e). Note on the plan that hose bibbs and lawn / sprinkler system shall have approved backf low prevention devices. UPC, Section 1003(h) & (i). Show shower stall can accommodate a 30" circle and has a minimum floor area of 1,024 sq. in. UPC 909 (d). h '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 not controlled by resident. Title 25. ZKRRGr CssicvA( Permit applications received after June 30, 1988, are regulated by the new Residential Energy Standards. Provide plans, calculations and worksheets to show compliance. 169 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. lJø Section 1403(a)l, Title 24, states that Form 7 CF-1R 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. 7/29/88 9 All energy items shown on the plans must be in agreement with the information shown on the properly completed Form CF-1R. ]3 Specify on the building plans all of the I mandatory energy conservation requirements as listed on the enclosure titled, "Mandatory Energy Conservation Requirements". 374. Show the make, model and efficiency of the space heating (or cooling) system and provide heat loss calculations if the output exceeds 45,000 BTU/Hz. iJ4 For 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. () See additional corrections below eammUmt. CARISMD S.P.D. & TXJPLU SUPMJXMT Energy conservation design should be for Zone 7 . See attached energy packages. Floor drains must have auto-prime (city #1 policy). Note exhaust fans cannot be ductless type (city policy). 74t 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). Note "two 3/4" copper pipes must 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). 181 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). 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. 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. (city policy). UBC Adopting Ordinance 8792 requires Fire Retardant roof on all structures (Sec. 18.04.230). Show compliance with UBC Section 3203(e). City Ordinance 9792 requires two parking spaces/unit with clear area of 201x20' i.e. no washing machines, etc. Show compliance. 1)1 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_________________ f7i ctt 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: c,.1_s Sf/AI 4 Fc'tt OA) P(.AMS - () Th a,i , ,,., s F,&e'. c,Z , -/A 77 S thJ ON SiTh 2(4A) (E ILit Au.. ,41A 'A 1, Qc) ,')T '4TH 7/29/88 C'4_CS 10 1607 t. W e i ti'e r o..'.j '7f -/x . aIft3 ,i v) L.'7)q,L. Kf.-'6 ?0 Sr ca Certificate of Compliance: Residential (Page 1 of 2) CF-1R Project TIUe Date Project drta BuDding DocumentaUoc Author Telephone Oe.±cd By/ Nit CompUance Method (Pabge. Point Synon of Computer) Oltaata Zone E,foin Agcy Use 0n3y GENERAL INFORMATION Total Conditioned Floor Area: ft2 Building Type: Single Family HoteliMotel (check one or more) Multi-Family (less than 4 stories) Addition Multi-Family (4 or more stories) Existing-Plus-Addition Front Entry Orientation: North / East / South / West I All Orientations (circle one or more) Number of Dwelling Units: Floor Construction Type: Slab/Raised Floor (circle one or both) Infiltration Controh StandardIlight (circle one) BUILDING SHELL INSULATION Component Insulation Location/Comments Type R.Value (attic, to garage, typical. etc.) wan.............. wall .............. Roof............. Roof............. Floor Floor ............. Slab Edge GLAZING Shading Devices Glazing Area Glass Type Interior Exterior Overhang Framing Type Orientation (sf) (single, double) (miles blind etc.) (shadescreen. etc.) (yes/no) (metal/wood) Front.... C ) Front....( ) Left ...... C ) Left......( ) Rear.....0 ) Rear.....() Right....( ) Right.... ( ) Skylight....... Skylight....... THERMAL MASS Area Thickness Ofl (kftchen. bath. etc. Certificate of Compliance: Residential (Page 2 of 2) CF-1R Project TIUt Data HYAC SYSTEMS Minimum Duct Type (furnace. air Efficiency Location Duct Output Manufacturer /Model # conditiona, heal pump) (SE. SEER.HSPF) (attic. etc.) R-Value (Bruh) (or approved equal) Maximum Furnace Heating Output: Btuh HOT WATER SYSTEMS' Tank Manufacturer/Model# System Type (storage gas. etc.) Capacity (or approved equal) Special Feature(s) SPECIAL FEATURES/REMARKS (Add extra sheett if necessary) COMPLIANCE STATEMENT This certificate of compliance lists the building features and performance specifications needed to comply with Title 24, Chapter 2-53 and Title 20, Chapter 2, Subchapter 4, Article 1 of the California Administrative code. Ths certificate has been signed by the individual with overall design responsibility and the building owner, who shall retain a copy of it and transmit the certificate toy subsequent purchaser of the building. When this certificate of compliance is submitted for a single building plan to be built in multiple orientations, all building conservation features which vary are indicated in the Special FeaturesRemarks section. Designer Building Owner Name TttlelFtrte: Address: Telephone: Lic. I: (aignature) (date) Documentation Author Name: Tidc/Furu Telephone: (signature) .. (date) Form R.cvuad Mardi 195* Name: TWc/Fum Address: Telephone: (signature) (date) Enforcement Agency Name: Agacy Telephone: (signature or stamp) (date) Datea_____ Prepared by P f,c6j,( CITY OF CARLSBAD VALUATION AND PLAN CHECK FEE Bldg. Dept. D Esgil PLAN CHECK NO. _66 - OI BUILDING ADDRESS 2-'-! 0,S SA C4 L>A C l Ie C CE APPLICANT/CONTACT V/6A'7 PHONE NO.________________ BUILDING OCCUPANCY ?3 /'' DESIGNER PHONE_____________ TYPE OF CONSTRUCTION CONTRACTOR PHONE__________ BUILDING PORTION BUILDING AREA VALUATION MULTIPLIER VALUE 306966 -t 3 16o3/ Air Conditioninz Commercial Residential Res. or Comm. Fire Sorinklers Total Value 3ZZ177 Building Permit Fee $ Plan Check Fee —$ $ COMHENTSi Plans received by Esgil after July 31, 1987 shall have permit and plan check fees calculated per 1985 UBC. SHEET I OF______ 12/87 ENGINEERING CHECKLIST w LEGEND Date: -3-88 Item Complete Plan Check No. J Your Action Project Name: _3jj14r Dox Project Address: Item Incomplete - Needs 1,2,3 Number in circle Field Check Date: indicates plancheck By: number that deficiency was identified V D V w t w LEGAL REQUIREMENTS G) > Site Plan Q ) Provide a fully dimensioned site plan drawn to scale. Show: North r' &z{' arrow, property lines, easements, existing and proposed structures, streets, existing Street improvements, right-of-way width and dimensioned setbacks. Show on Site Plan: Finish floor elevations, elevations of finish O E5.1 El grade adjacent to building, existing topographical lines, existing and proposed slopes, driveway and percent (%) grade and drainage patterns. Provide legal description of property. 9 4. Provide assessor's parcel number. PERMITS REQUIRED Grading O 9 5. Grading permit required. (Separate submittal to Engineering Department required for Grading Permit). 9 E?( 0 6. Grading plans in plan check PE___________ 9 9 7. Need the following completed prior to building permit issuance: 9 9 Grading plans signed. O 0 Grading permit issued. M 0 Grading completed. 0 9 Certification letter and compaction reports submitted. 9 0 Grading inspected and permit signed off by City Inspector. 90 0 8. Right-of-Way Permit required for work in public right-of-way (e.g., driveway approach, sidewalk, connection to water main, (e.g., etc). 0 9. Industrial Waste Permit application required. To be filled out completely and returned to Development Processing. FEES REQUIRED 0 ~W 10. Park-in-Lieu fees required. ______ Quadrant: - -, Fee Per Unit: Total Fee:________ Traffic impact fee required. Fee Per Unit: , Total Fee: 1072 Bridge and Thorouahfare fee required1 Fee Per Unit: , Total Fee: Public facilities fee required. ,• ,#' Facilities management fee required. Fee: __cxu Additional EDU's required: ZC1012 d1Th!z. Sewer connection fee: Sewer permit no. Sewer lateral required: I L- A Al AY7 A /7 A I I iii REMARKS: 0. K. to iss e: Ø2/8 If you have any questions about any of the above items identified on this plan check, please call the Development Processing Department at 438-1161. - - - PLANNING CHECKLIST Plan Check No. Address Z'/O5T SiCAOA 01ezt . . .! Type of Project and Use Oo,q..t,c. Zone R-2 Use Allowed? YES NO r'i rn Setback: Front 01< Side OK Rear Facilities Management Zone co School District: San Dieguito Encinitas Carlsbad San Marcos [2V(l Discretionary Action Required YES NO Type D D Environmental Required YES NO t'4\ U Landscape Plan Required YES NO IX.. Comments DIVE] NO tk' Coastal Permit Required YES 0 fl fl Additional Comments OK TO IS DATE . .......... .. .............................................. i' (z4(zo/z) = -u LA / & (/z' cr, 6 - • 0 V7 (, 72q&) 4rpc /6cdA - (ii) Z3L PLIC v r(a: (Z6) t ?fOF$ / / 'c— cj ........... (3!) * 'c7. L = /70z-v = /7 = 9903 Businesépark Avenue, Suite C San Diego, California 92131 TRAVES & ASSOCIATES Structural Engineering Services PROJECT jfIc?4Ifl) UPc SHEET NO. OF 4 /A\\ DATE (619) 549•6874 9903 Businesspark Avenue, Suite C San Diego, California 92131 TRAVES & ASSOCIATES Structural Engineering Services PROJECT VIcjiqio LiPLtc( SHEET NO. —OF 4 /\\ DATE 2_/988 (619) 549.6874 V: - TRAVES & ASSOCIATES Structural Engineering Services PROJECT k'9/v47V SHEET NO. ' OF 47 ______________ 9903 Business park Avenue, Suite C DATE _ San Diego, California 92131 A 19e6 (619) 549.6874 FLOOR LEVEL: Use 5/8" Structural II, C-D or C-C plywood. ******* Minimum panel index number 32/16, with lOd at 6" o.c. at supported edges and boundaries; and 10" o.c. in the field (unblocked U.O.N.). 9903 Business park Avenue, Suite C San Diego, California 92131 TRAVES & ASSOCIATES Structural EnQineering Services PROJECT 'Vfrjii) 'pL( SHEET NO. OF 4 DATE_2 I (619) 549-6874 ROOF LEVEL: Use 1/2" Structural II, C-D or C-C plywood. Minimum panel index number 32/16, with 8d at 6" o.c. at supported edges and boundaries; and 12" o.c. in the field (unblocked M.N.). 'VI. Job I 88S-144 I fv SOILS ENGINEERING, INC. 11 1 4441 Voltaire Street - San Diego, - California 92107 —(619)225.0543 May 6, 1988 Mr. Bob Vignato 2349 Levante St. Carlsbad, Ca.-92009 Attention: Bob Vignato Subject: Soil Classification Dear Mr. Vignato: In accordance with your authorization, our Firm has performed a limited soils investigation of the subject project. We are pleased to submit herewith the report of that investigation. It is our opinion the site is suitable for the proposed construction. The report presents our. findings from the investigation and our conclusions and recommendations, based on those findings. Location: 142 Sacada Circle Investigation: holes were dug and the samples were obtained and classified. Soil condition: The soil was found to be. i1ty sands ? Conc1us and Recommendations: Soils of Type SM were found by preive ana1fis with a safe bearing capacity of 1500 sjeoe per BC !If$ble 29B and an expansion index of 15.2 at ache4 method of testing). L& RtE 25916 RS: pc P.S.: Site conditions may vary with time, henpe this report is valid for one year only. - - 4 -- - -. -: Geotechnical Engineering - - - Roland Sannmann • .- - - - -a- Page 2 SOIL TESTING (CONT.) Expansion Tests (UBC Standard 29.2) Expansion tests are performed on air dried samples or on samples at optimum moisture content. - In the first case, one inch high samples confined in-the brasS rings are permitted to air dry at 1059 for at least 48 hours prior to placing into the expansion apparatus. The sample to be tested at optimum moisture is remolded to 90 percent of maximum dry density at optimum moisture content and placed directly on the expansion apparatus. A unit load of 150 pounds or 500 pounds per square foot is then applied to the upper porous stone in contact with the top of each sample. Water is per- mitted to contact both the top and bottom of each sample through porous stones. Continuous observations are made until upward movement is less than 1/10000 inch per hour. I - Page. 3 SOIL'S REPORT (CONT.) FOUNDATION AND SLAB RECOMMENDATIONS - . FOR EXPANSIVE SOILS • (ONE AND TWO STORY BUILDINGS) EXPANSION INDEX - 0-20 - VERY LOW EXPANSION 1 STORY FOOTINGS ALL FOOTINGS 12 INCHES DEEP. FOOTINGS CONTINUOUS. 1 - NO. 4 BAR TOP & BOTTOM 2 STORY FOOTINGS ALL FOOTINGS 18 INCHES DEEP. FOOTINGS CONTINUOUS. 1-NO. 4BAR TOP & BOTTOM GARAGE DOOR GRADE BEAM NOT REQUIRED LIVING AREA 4 INCHES THICK WITH 6x6-10/10 MESH FOR EXPANSION FORCES. NO BASE REQUIRED. 6 MIL VISQUEEN. MOISTURE BARRIER PLUS 1 INCH SAND. GARAGE FLOOR SLABS 4 INCHES THICK WITH 6x6-10/10 MESH FOR EXPANSION FORCES. NO BASE REQUIRED. NO MOISTURE BARRIER REQUIRED. PRE-SOAKING OF NOT REQUIRED. LIVING• AREA AND MOISTEN PRIOR TO POURING CONCRETE. GARAGE SLAB SOILS NOTES: 1) ALL DEPTHS ARE RELATIVE TO SLAB SUBGRADE. 2) ALL FOOTINGS SHOULD BE CONTINUOUS. Page 4 SOIL'S REPORT (CONT.) IIIIIIHIIIIIIIIIIIII iR ONE HIIIIIIIIIIIII moommommommommommus - - - - -- - - - --- - - - -- --------- --- - -- - - - ------------ -- - - -- - - - -------------- --- ----- -- - -- - EllhIIIIIIII1I m0=00mommommommomm mn mmmmmmmmmmmmmu IIIIIIIIIIIuIfl oil 1 - - - - - ------------ ---- - -- -- --- --- - - - - - 1IRIRIIIIiIIIIIII 1IIIIIRiiiI'MIIIuII -_-__._ ----- - - -- - PIIUIIIIIIIIIIIII Wdllliillllillilhlll * -- 1J - ---- - --- -- -- U --- ------ xm - - $RU_IIIUIII1U LIMITED SOILS INVESTIGATION Vignato Compactions 2405 Sacada Circle Job #88S-221 11/11/88 oFESS,0 If.TJ4T ry SOILS ENGINEERING, INC. Geotechnical Engineering - 441 Vohairt iiTeet • San Diego Calif. 92107 (619)225-0.543 . .•. • .-. :..-- .,.'? •...• •• ...• --"-.-.-•..- 7 - - - - - . .t ;_•4__. .• - -• • .- - -.......* .•fl.*-, .& __&_*•_ Job I 88S-221 SOILS ENGINEERING, INC. 4441 Voltaire Street - San Diego, - California 92107 - (619) 225.0543 November 11, 1988 Mr. Bob Vignato 2349 Levante St. Car1sbad, Ca. 92009 Attention: Bob Vignato Subject: Compaction Evaluation Dear Mr. Vignato: In accordance with your authorization on November 4, 1988 our Finn has performed compaction tests at 2405 Sacada Circle - Carlsbad After the natural ground had been prepared, it was brought to the proper moisture content and compacted to at least 90% of maximum density in accordance with A.S.T.M. D1557-70 method which uses 25 blows of a 10 pound rammer falling 18 inches on each of 5 layers in a 4 inch diameter 1/3D cubic foot cylindrical mold. The fill material was non-expansive soils with a liquid limit less than 30%, a plasticity index of less than 15%, and a swell less than 3% when compacted to at least 90% of maximum dxy density and subjected to. a normal load of 1 psi. It is our opinion the soil tested appears to be representative of the total site area. However, it must be clearly, under- stood the compaction values stated herein are valid only for the sample tested. The result of pur compaction evaluation is herewith enclosed. Hoping that Ois information will satisfy your requirements, I femaki, P225'916 RS: PC end. Ceotechnical 'Enineering..' .: .. ..................tond n ..... - , MS NZ;3. VIiATh TZ• H SOILS ENGINEERING, INC. 1I!4IliI AEJU!411 IPAIYlIrAIP IPIUI!4I iwauu•rui dl V4IWjltIU WORMOUNPURM ORMIKIIIIANIAN lI4lPdFll!4liI iU!4liiPillil!4l• 4IlllPiilPll!llI 41lll4PidlEIllllI dUV4lli!MlPilPllU•U llrll!4lV)4ldlflhlllU llrIur4lrraupdlglllulu alruur4ur4uPlrduuIulu 11r411!4lralHlraulluuuuu - iVdldlPiPdl?llllllllI dlsl!aLiril!aullllllflhIlu 4lPlIlI!lEIlIllllllllIllllR dl!dlUllrall2l'l!AluuIllllllllllllI AIUllPIlUIUIhIIlIlllllllllllllI dIdlP4lPll!llPlI lIllllllUlllllllllU AuauIlIp4IIr4luruII iuiuiiuuu•i•uuiuua• iIulll•ululluululi 4l.aupdIsr4IuuIpd•uIuI iuui•uiuiuii••imu• ulIIllIllIlllIllli IlllIl!llPdlPrlllIUlIb iiuiiiuuiuiuuii••i ulPIl!dlPll!UhIulliulullrllulluuuulllluuIu 1uuup.IglallIuulllallIlalluIIls..uIuuI. IlIlPIllilhllUllIUUIEIUuuuullluflhlu I•ldUPluIlllUlUlIUhlUUllIulIUlU•Illluuiuu l!IldllllllllllllllllUlIIlulllhllIlluiluiUU IIUdllIlUUUI•lllllllUllUuIUUllUuIIuuuluuIla l!llllllllllllllllIllllllllUllllllllllllllllI IU•llllll•UUUIUUUUIIUuIIIII•UIIUuIUUUIIUuluiiu lllllllllllUllllllllllllllllIlUllllluulluuui llulUUllullllllUlllIllIIuIulllUUflhllllI. 1 1 r+ I k .. g . .: •. • . • .,•. ." A • . • . V I • • . . #-- JciZ.00 P1i- EL, 108.0 00, 00 00 00 00 P4bL./. . • . . P,4i.EL /0b.5 00 00 • 106.0 4 • /-Oz - 00 Io137 101.53 /o2.?a df • P4P EL./02.52 PI41EL. 67- {•. . • . • • . 1 • SCALE I' 10' ~4IA &-E. •1 .• . Js•JZ.00 &ll $3 • 'A ., ..... • . çrp E.L. io.o P,lt)EL. I.5 F/li..L:L.. /0343 FAtEL Icb.E 'I o zloBw 4Ij - I •1 I . IA l e 7133" 11 h'3 El (0 I2Lh?L lOL't S ,It 1400 - __—____________ __- __-. _______••-• - • L I tVE.L. Io1.7z. I' PAP 'S SCALE I"" SO' - j406 'A-CAA CiT:oE • : I... -. 8 .. 8. * -• .8 -. • -- 2.•• I j qq " I / 1 I . . P11EL !:5Z5 • __________________________________________________________________ PU12 /029 ji' • . . 1... •• I I F'AP ic — Y"y • . .• -• • . - . .., . lo?. sob. Ov /')Z. oo SCALE ,1 P4LL. Iak) 43 T-'At-EI.. lobs P4 P, PA-zEL.. /°I•z. 0405 SAC4 CLJE - : • •• .- . - - - ..•--- -•--.---- I. . . i•. . . 7•O 0•.J _J 2 k 105.33E Of QD .___JL• L 114p E1 . i,q im'. e&. /°?.O P4L'zL. /O3s I3 Ptr.rL.1o7. 4t.EL. /o6.6 j . I; • . F1p El. ' 0 2 • T'4 7:? EL-. /0/. SI • • SCALE g"tfQ _ Z406 SACASM et_ CERTIFICATION OF COMPLIANCE CITY OF CARLSBAD Plan Check No. I DEVELOPMENT PROCESSING SERVICES DIVISION 2075 LAS PALMAS CARLSBAD, CA 92009 (619) 438-1161 This form shall be used to determine the amount of school fees for a project and to verify that the project applicant has complied with the school fee requirements. No building permits for the projects shall be issued until the certification is signed by the appropriate school district and returned to the City of Carlsbad Building Department. SCHOOL DISTRICT: Carlsbad Unified San Marcos Unified 6350 Yarrow Drive Ste. A 270 West San Marcos Blvd. Carlsbad, CA 92009 (438-5710) San Marcos, CA 92069 (744-4776) Encinitas Union Elementary ....,... San Dieguito Union High School 189 Union Street 625 North Vulcan Encinitas, CA 92024 (944-4306) Encinitas, CA 92024 (753-6491) Project Applicant: D!'Qr A. A/14Tt APN:Vé —/QO - Project Address: 2O5 .S'-AA C_tL., RESIDENTIAL: SQ. FT. of living area £ft,5( Number of dwelling units SQ. FT. of covered area SQ. FT. of garage area 94'3 COMMERCIAL/ INDUSTRIAL: SQ. FT. AREA Prepared By ' 43stC. Date FEE CERTIFICATION (To be completed by the School District) Applicant has complied with fee requirement under Government Code 53080 Project is subject to an existing fee agreement Project is exempt from Government Code 53080 - Final Map approval and construction started before September 1, 1986. (other school fees paid) Other Residential Fee Levied: $J/.?)4 '77 based on Y-7 sq. ft.@ Comm/Indust Fee Levied: $____________ based on sq. ft.@ School District Official 1%."Title Da e AB 2926 and SB 201 fees are capped at $1.50 per square foot for residential. AR 2926 is capped at $.25 per square foot for commercial/industrial. ROBERT A. VIGNATO 1522 DORIS J. VIGNATO 2349 LEVANTE ST. 436-1897 CARLSBAD. CA 92009 1 - 90-7801/8222 PAY TOTHE ORIQEB OF—F— NC..,Nl1A5 O1v,0,J 9i-,001- 01S1 •i $[3J393J L 7f42 i % DOLLARS Villege Squere Office 1609 EncinitaS Blvd. Encinitas. CA HOW MOM 92024 FOR 1(OL E LEUCADIA COUNTY WATER DISTRICT APPLICATION FOR SEWER SERVICE Owner's Name Jerome Shaw Phone No. 454-1007 Mailing Address -_75_joark SEWER PRM1T )SSUPON -' Service Address: -_2405_Saca&Circle Tract Description: tot 142 Smith fl Assessor's Parcel No. 21-1qo-36 Type of Building Duplex No. Units 2 Connection Fee $1,201) on Lateral Size: 4" -- 6" - 8" Saddle - Easement Connection (pre-pd 400.00) Extra Footage: @ $________ Extra Depth: - @ $ Amount Rec'd Lateral Fee Ck. No/Cash 31' Prorated Sewer Service Fee Date Rec'd By Total $c The application must be signed by. the owner (or his authorized representative) of the property to be served. The total charges must be paid to the District at the time the application is submitted. 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 appli- cant'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 with the 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 COLLEC- TION LINE WITHOUT PRIOR APPROVAL AND INSPECTION BY THE DISTRICT WILL BE CONSIDERED INVALID AND WILL NOT BE ACKNOWLEDGED. The prorated sewer service fee is based upon the date the District estimates that service will begin and covers the balance of the fiscal year. There will be no additional fee or refund if service actually commences on a different date. For succeeding fiscal years, the sewer service fee will be collected on the tax roll in the same manner as property taxes. The undersigned hereby agrees that the above information given is correct and agrees to the conditions as stated. Account No. Owner's Signature