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Home My WebLink About2432 LA COSTA AVE; ; CB900635; PermitZs 7 B U I •L D I N G P E R N I T Permit No: CB900635 06/12/90 12:44 Project No: A9000751 Page 1 of I Development NO: Job Address: 2432 LA COSTA AV Str: Fl: Ste: Permit Type: SINGLE FAMILY DWELLING Parcel No: 216-160-09-60 C-PRMT 1647100 Valuation: 331,747 Construction Type: VN Occupancy Group: Class Code: Status: ISSUED Description: HOUSE 4575 SF GAR 953 + DECK . Applied : 04/24/90 FORMERLY 891970. CHANGED PLANS . Apr/Issue : 06/12/90 Validated By: CD '- OWNER : BILL LEIGH Lic. OWNER 619-548-8871 523 SHADOWHILLS DR-11 --- SAN MARCOS, CA 92069 CONTRACTOR : BILL LEIGH j •- ( /\ /Lic. C NO *** Fees Required *** ,\***i-'Fees1Cbllected & Credits I \ I L.¼. Fees: 17,449. 00,-- Adjustments: / ,S.00 / I7J TotalCredit's: .00 Total Fees: 17,449.00/ I!V\sTota1 Payments: 978.00 i ,._,....Balance Due:) \ 16,471.00 Fee description / c-. 7 'Fe'enit Ext fee Data Fee Building Permit -1452.00 Plan Check 9'44.00 Strong Motion ) Enter 'Y' to Autocalc P.F.F. / / 11611.00 F.M.F./G.M.F. and Zone(99) \ 7'>.J 429;..0- 310.00 / / 310.00 06 Enter 'Y' to Autocaic LaCostaTlF > '-J / / 670.00 Y Enter 'Y' to Autocalc Bride Fee ft>0000a!0 I 530.00 1 lost or manually enter M.-.FS >1.7.1 0 3.0 / 1713.00 * BUILDING TOTAL -- \3 / 17253.00 Enter "1" for Plumbing Issue Fee// \O) 7.50 1 '. •._) / I (3 • Each Plumbing Fixture or Trap LI 22-00.- 2.50 55.00 Each Building Sewer -> 1.00 6.50 6.50 Each Water Heater and/or Vent >i.00 2.50 2.50 Gas Piping System - > 1.00 2.50 250 Each Vacuum Breaker > 2.00 2.50 5.00 * PLUMBING TOTAL 79.00 Enter '1" for Electric Issue Fee > 5.00 Y Single Phase Per AMP > 200.00 .25 * 50.00 * ELECTRICAL TOTAL ($10 Minimum) 55.00 Enter '1' for Mechanical Issue Fee> 15.00 Y Install Furn/Ducts I > 1.00 9.00 9.00 Each Install/Reloc Appliance Vent > 7.00 4.50 31:50 Each Hood/Fireplace > 1.00 450 6.50 * MECHANICAL TOTAL CITY OF CARLSBAD 2075 Las Palmas Dr., Carlsbad CA 92009 (619) 438-1161 PERMIT APPLICATION City of Carlsbad Building Department 2075 Las Palmas Dr., Carlsbad, CA 92009 (619) 438-1161 1. PERMIT TYPE I A - 0 COMMERCIAL pNEW 01ENANT IMPROVEMENT B - ollfE1lAL DNEW DTENANT IMPROVEMENT C - ESIDENTIAL EAPARTMENT DCONDO OSINGLE FAMILY DWELLING DAODITION/ALTERATI0N DDUPLEX DDEMOLIION DRELOCATION DMOBILE HOME DELECTRICAL DPLUMBING DMECHANICAL DPOOL DSPA []RETAINING WALL DSOLAR Q,THER - 78-00 2. PROJECT INFORMATION PLAN CHECK No. '-100 &'5 J I FOR OFFICE USE ONLY Address C.o4- ,•_ Building or Sui No. Nearest Cross Streets LEGAL DESCRIPTION Lot No. Subdivision Name/Number • Unit No. Phase No. ['nergy Catcs [;.?'Structural Catcs 2'2'Soils Report Dl Addressed Envelope ASSESSOR'S PARCEL — — p 01 EXISTING USE PROPOSED USE DESCRIPTION OF WOR( BLDG. SQ. FiG. 14c ") # OF STORIES CONTACT PERSON S NAME LQL ADDRESS S- CITY V'#-,0_V C-10 STATE C9'.... ZIP CODE DAY TELEPHONE SC( 2 ( 7L1 i Gç SIGNATURE APPLICANT DCONTRACTOR 0 AGENT FOR CONTRACTOR DAGENT FOR OWNER NAME ADDRESS CITY STATE ZIP CODE DAY TELEPHONE PROPERTY OWNER OWNER DLESSEE DTENANT NAME ADDRESS CITY STATE ZIP CODE DAY TELEPHONE CONTRACTOR NAME ADDRESS CITY ,,.j.. STATE ZIP CODE DAY TELEPHONE STATE LIC. # LICENSE CLASS CITY BUSINESS LIC. N SIGNATURE TITLE DATE DESIGNER NAME ADDRESS CITY STATE ZIP CODE DAY TELEPHONE STATE LIC. # WORKERS' COMPENSATION 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 Inspection Department (Section 3800, Lab. C). INSURANCE COMPANY POLICY NO. EXPIRATION DATE Certificate of Exemption: I certify that in the performance of 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' Compensation Laws of California. SIGNATURE DATE OWNER-BUILDER DECLARATION Owner-Builder Declaration: I hereby affirm that I am exempt from the Contractors License Law for the following reason: 0 I as owner of the property or my employees with wages as their sole compensation, will do the work and the Structure is not intended or offered for sate (Sec. 7044, Business and Professions Cede: The Contractor's License Law does not apply to an owner of property who builds or improves thereon,, and who does such work himself or through his own employees, provided that such improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner-builder will have the burden of proving that he did not build or improve for the purpose of e.). I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and contracts for such projects with contractor(s) Licensed pursuant to the Contractor's License Law). 0 I am exempt under Section Business and Professions Cede for this reason: (Sec. 7031.5 Business and Professions Code: Any City or County which requires a permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for such permit to file a signed statement that he is licensed pursuant to the provisions of the Contractor's License law (Chapter 9, commencing with Sec ti n 7000 of Division 3 of the Business and Professions Cede) or that he is exempt therefrom, and the basis for the alleged exemption. Any violtion o ection 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred (lar [$500)). / ' SIGNATURE — L.%.,, DATE t(_90 -O COMPLETE THIS SECTION FOR HON-RESIDENTIAL BW'tC'i'4G PERM[ ONL: Is the applicant or future building occupant required toUubmit a business plan, acutely hazardous materials registration form or risk management and prevention program under Sections 25505, 25533 or 25534 of the Presley-Tanner Hazardous Substance Account Act? DYES ONO Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? DYES Fl NO Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? DYES E] NO IF ANY OF THE ANSWERS ARE YES, A FINAL CERTIFICATE OF OCCUPANCY HAY NOT BE ISSUED AFTER JULY 1, 1989 UNLESS THE APPLICANT HAS NET ON 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). LitLENDERS NAME LENDER'S ADDRESS "7 7 TL€... 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 laws relating to building construction. I hereby authorize representatives of the City of Carlsbad to enter upon the above mentioned property for inspection purposes. I ALSO AGREE TO SAVE INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS, COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT. Expiration. Every permit issued by the Building Official under the provisions of this Cede shall expire by limitation 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 abandoned at any time after the work i commenced for a period of 180 days (Section 303(d) Uniform Building Code). APPL/CANT)SI78E (7 3'R ]CONTRACTOR [:)BY PHONE APPROVED BY; J. WHITE: File YELLOW: Applicant PINK: Finance — 04/23/91 INSPECTION HISTORY LISTING FOR PERNIT# CB900635 DATE INSPECTION TYPE INSP ACT COMMENTS /0-8- Final Combo RI RI MM/LEE 11 08 Final Combo PD CO 10/30/90' Final Combo RI RI Tl/RS 10/30/90 Final Combo PD NR 09/13/90 Exterior Lath/Drywall RI RI T3/MH/BILL/548-8871 09/13/90 Exterior Lath/Drywall PD AP 09/13/90 Compliance Investigatio RI RI T3/MH/JOHN PFEIFFER/931-1329 09/12/90 Exterior Lath/Drywall RI RI T3/MH 09/12/90 Exterior Lath/Drywall PD CO 09/11/90 Interior Lath/Drywall RI RI T2/RS/LEIGH 09/11/90 Interior Lath/Drywall PD AP 09/11/90 Exterior Lath/Drywall RI RI T2/RS/LEIGH 09/11/90 Exterior Lath/Drywall PD AP 08/24/90 Insulation RI RI T2/MH/LEIGH 08/24/90 Insulation PD AP 08/23/90 Frame/Steel/Bolting/Wel PD AP 08/23/90 Rough/Topout - PD AP 08/23/90 Rough Electric PD AP 08/22/90 Frame/Steel/Bolting/Wel RI RI T3/MH/548-8871 08/22/90 Rough/Topout RI RI T3/MH/548-8871 08/22/90 Rough/Topout PD AP 08/22/90 Rough Electric RI RI T3/MH/548-8871 08/21/90 Rough/Topout RI RI T2/MH/WILLIAM/ 08/17/90 Shear Panels/HD's PD AP 08/17/90 Roof/Reroof RI RI T2/MH/LEIGH/548-8871 08/17/90 Roof/Reroof PD AP 08/15/90 Rough/Topout PD CO 08/15/90 Rough Electric PD CO 08/15/90 Rough/Ducts/Dampers PD CO 08/14/90 Rough/Topout RI RI Ti/MM 08/14/90 Rough Electric RI RI Ti/MM 08/14/90 Rough/Ducts/Dampers RI RI Ti/MM 08/02/90 Roof/Reroof RI RI T3/CMW 08/02/90 Roof/Reroof TP CO 08/02/90 Rough Electric RI RI T2/CMW/SCOTT/434-5668 08/02/90 Rough Electric TP AP TEMP POWER 07/03/90 -. Ftg/Foundation/Piers RI RI T1/CMW/LEIGH 07/03/90 Ftg/Foundation/Piers TP AP 06/28/90 Ftg/Foundation/Piers RI RI T1/CMW/LEIGH 06/28/90 Ftg/Foundation/Piers PD CA 06/21/90 Footing RI RI T1/MH/LEE 06/21/90 Grout WDM AP GARAGE & EAST WALLS 06/14/90 Ftg/Foundation/Piers RI RI T3/CMW/TIM 06/14/90 Ftg/Foundation/Piers TP AP PENDING LETTERS LOWER HALF 06/14/90 Steel/Bond Beam TP AP PENDING LETTERS LOWER HALF 06/13/90 Ftg/Foundation/Piers RI RI T3/MH/BILL 06/13/90 Ftg/Foundation/Piers TP CO HIT <RETURN> TO CONTINUE... CITY OF CARLSBAD INSPECTION REQUEST PERNIT# CB900635 FOR 10/16/91 DESCRIPTION: HOUSE 4575 SF GAR 953 + DECK FORMERLY 891970. CHANGED PLANS TYPE: SFD JOB ADDRESS: 2432 LA COSTA AV APPLICANT: LEIGH, BILL CONTRACTOR: BILL LEIGH OWNER: BILL LEIGH REMARKS: RS/RALPH/743-0568 SPECIAL INSTRUCT: INSPECTOR AREA PD PLANCK# CB900635 0CC GRP CONSTR. TYPE VN FL: STE: STR: PHONE: 5488871 L1Ji'l PHONE: 619 5 INSPECTO TOTAL TIME: --RELATED PERMITS-- PERMIT# - TYPE STATUS RW900066 ROW ISSUED CD LVL DESCRIPTION ACT COMMENTS 19 ST Final Structural 41f'L/ 4---ç 29 PL Final Plumbing 39 EL Final Electrical 49 ME Final Mechanical ***** INSPECTION HISTORY ***** DATE DESCRIPTION ACT INSP 110890 Final Combo CO PD 103090 Final Combo NR PD 091390 Exterior Lath/Drywall AP PD 091290 Exterior Lath/Drywall CO PD 091190 Interior Lath/Drywall AP PD 091190 Exterior Lath/Drywall AP PD 082490 Insulation AP PD 082390 Frame/Steel/Bolting/Welding AP PD 082390 Rough/Toout AP PD 082390 Rough Electric AP PD 082290 Rough/Topout AP PD 081790 Roof/Reroof AP PD 081790 Shear Panels/HD's AP PD 081.590 Rough/Topout CO PD 081590 Rough Electric CO PD 081590 Rough/Ducts/Dampers CO PD 080290 Roof/Reroof , CO TP 080290 Rough Electric AP TP 070390 Ftg/FoUndation/Piers AP TP 062890 Ftg/Foundation/Piers CA PD 062190 Grout AP WDM 061490 Ftg/Foundation/Piers AP TP 061490 Steel/Bond Beam AP TP 061390 Ftg/Foundation/Piers CO TP COMMENTS TEMP POWER GARAGE & EAST WALLS PENDING LETTERS LOWER HALF PENDING LETTERS LOWER HALF TINAL BUILDING INSPECTION DEPT: BUILD ENGINEERING' FIRE PLANNING U/N WATER PLAN CHECK #: \çB963— PERNIT#: CB900 PROJECT NAME:. HOUSE 4575 SF GAR 953 + DECK FORMERLY 891970. CHANGED PLANS ADDRESS: 2432 LA COSTA AV CONTACT PERSON/PHONE#: SEWER DIST: LC WATER DIST: CA DATE: 11/09/90 PERMIT TYPE: SFD 7;TE T7 ;;;;;i BY: ( - INSPECTED: noU3cc APPROVED HDISAPPROVED L--- INSPEcT DATE INSPECTED: APPROVED tISAPPROVED INSPECTED j V DATE BY: INSPECTED: APPROVED - DISAPPROVED - COMMENTS: . 9 h pin X (flr) .w koArILANDAL, w&TCQflYRU1 FINAL BUILDING INSPECTION DEPT: BUILDING ENGINEERING FIRE PLANNING U PLAN CHECK#: CB900635 PERNIT#: CB900635 PROJECT NANE: HOUSE 4575 SF GAR 953 + DECK FORMERLY 891970. CHANGED PLANS ADDRESS: 2432 LA COSTA AV CONTACT PERSON/PHONE#: SEWER DIST: LC WATER DIST: CA -------------------------------- INSPECTED DATE BY: INSPECTED: NOV. lS199OAPPROVED INSPECTED DATE BY: INSPECTED: APPROVED WATER I DATE: 11/09/90 PMIT TYPE: SFD DISAPPROVED DISAPPROVED INSPECTED DATE BY: INSPECTED: APPROVED - DISAPPROVED COMMENTS: Water District Cfliiuy Dtpanmern (619)438-3367 FINAL BUILD ECTION DEPT: BUILDING ENGINEERING FIRE -PLANNING] U/M PLAN CHECK#: CB900635 PERNIT#: CB900635 PROJECT NAME: HOUSE 4575 SF GAR 953 + DECK FORMERLY 891970. CHANGED PLANS WATER DATE: 11/09/90 PERMIT TYPE: SFD ADDRESS: 2432 LA COSTA AV CONTACT PERSON/PHONE#: 1 ILO SEWER DIST: LC WATER DIST: CA ., ,. - ' lIP ifr DATE SPECT INSPECTED: APPROVED DISAPPROVED - INSPECTED DATE BY: INSPECTED: APPROVED DISAPPROVED - INSPECTED DATE BY: INSPECTED: APPROVED DISAPPROVED COMMENTS: V ARCHITECTURAL ARTS , ARCHITECTURE • ENGINEERING CONSTRUCTION MANAGEMENT. June 26, 1990 City of Carlsbad Building Department Ref: Project for Bill Leigh To whom it may concern, It is our conclusion, after reviewing the Stuctural report by Engineer, Bruce Manning, and the Soils report, by the firm Southeren California Soils and Testing, we concur that it would be acceptable to extend the continuous footings to butt with the grade beam at the rear of the house. The connection is to be accomplished with the use of seven #4 continuous bars. Co dially Henry Miller, Architect 1110 S. Main St. • Fallbrook, CA 92028 . (619) 723-5451 • (714.) 676-443 e4'4 $dd'4 9 FIELD REPORT FILE NO. _ 3? ( c .746-4544 DATE(S) _1-t() Y -JOB NAME " L.14 PkJ( F REPORT NO. PROJECT ENGINEER -- FIELD TECHNICIAN I\ 4-ILk <. CONTRACTOR FOREMAN EQUIPMENT WORKING TYPE OF COMPACTOR M4hI (A - DATE RE M A R K S 1. ç t3D U i1* 0 c r o t ,.J. -fl:i= !1.. o .. )A.,. . Art r. A o J iL R.#- ti rc 4 it-r4-t ( DATE I HOURS CHARGED r Ic' L.. DAILY WORK REPORT JOB NAME JOB NO. DATE TECH. LOCATION L ( - CLIENT HOURS 2 C) WEATHER EQUIPMENT NO TEST LOCATION ELEVATION OR DEPTH DRY DENStr PERCENT MOISTURE MAXIMUM DENSITY RELATIVES, COMb1ON / COMMENTS: 6 s (- o (m -& a E c,-r E I -,t- S . Pt &.. \i2'.4S b. I, b,_. f' . II.-( rO-rrr P,-4 cD c7'\ I ...- •--.- - ----'-I) 6 . 0 seaiq - 280-4321 IA 1LLLr4 J1-'7k' / 14 -ca4 L\11ri'-1 2-c7H t"i i' LJHi'-1 tt I1 1 ILA L1i -1 9c 7 e7 c7\/f 4.112-r' I lit <,~ I ? A \ rzi / 2E, / / - t4 12 <2 v"'2 P. C-- It- I ia, 40 If FT1 tCC) / \ ' I • -.•' ____ H __• r1 Z7F4' /rr W4e (So "ECjL9 ± 2Y rc AL A 'c71 (1,7 2. . -9, e) ' I172 VIK .qc S 0 212 FLO i2OC J 1L-O.)fL DKSTS CO, L 10U06 t20041 £ za'O" w sv /,: V7_QS7O •0 7O //)5J S 0 M 6 1,1w 3SO' . 0 0 /qro. 0 0 a 7 i1Lr/9 2 1/ /7/o' f oTS I I - "-5------ 0 -5---- - / FLa'I ii- c 41-COv' ( VtLji7 " M 89i qO':' - Li ) S 0 - ( •tS 0 I MCD 172 /9qIV ( (1 f I- V Or.S ( 000 S • •0 5.at4e e4.&j Led *d FIELD REPORT FILE NO. 9 7 I I c 746-4544 . DATE (S) _(ice7o JOB NAME (_(-,U- lccLD-'(Tz.. REPORT NO. PROJECT ENGINEER C4 ('I1' FIELD TECHNICIAN CONTRACTOR )IL_( L€-.-i- FOREMAN EQUIPMENT WORKING __- TYPE OF COMPACTOR DATE PQIO RE M A P CAçrJ #Y) K S '?JO P,4-r,v rT1 S IA )xr A- D - TE -,i it_-ni P-v 10 -i-i4- ________ -),-., LAIA -? lc-CJpk )C - S, Tt() I N vv / -4 g= j-j c o-yt ,Uc., 1)! )<. i r',-'c j&.... fl Vc I k) tJ fCr p_) T7 PrL.4.-J Cr3sjJ L.. iJ t3s4 OI)A. Ct-w'- -T7p-( Ait) T4 f( lnoA V-1 f lAd -PL4- 'cI I1)çO -,-- fl4 ,--.-i-- . 4\ifl.c c C)r- .) ( rn ( r- 44. P"—Y) ( I ) A-ti -1 71) 1-Y- (k) s-ri Aa • 101L ro t)trLi r-<- A- -- + ((oI cAw -ri cJ): L _ - 'ikur. -(n -i-ac -'c-A i i r i -- _____ DATE 14 HOURS CHARGED •J/_ -2- .0 p • S . \•" ' I I •' S,' 'S .••-•{4-,.! - 4- - - _______ 9J : '. !; - -'J •j. 5' - - "••. 1 • ;- Z'.J '1 .-;. -• ') S S S ' 'S • - p • - • : -+ •- - _ • on - - * t '1' -•W'*7 .-fl -r' '.-r - (t4 ...Y! -.?y-!. r - -'--.r Sod md'd9Tm FIELD REPORT . FILE NO. '1t 16s 746-4544 . . . .. . . . .• DATE (S) _ - - In JOB NAME t_t'4 REPORT NO PROJECT ENGINEER -j . FIELD -TECHNICIAN 4< CONTRACTOR FOREMAN S EQUIPMENT WORKING TYPE OF COMPApG( Rc:' o /iiTt- Rç. -.. "r€?R-ç -OAT1OJ coiPAIoJ...rzEf,orc-r (1 .21.,I LDATE . L HOURS CHARGED z -. S fl05 DATE: Tl)x.. II I190 JURISDICTION: PLAN CHECK NO PROJECT . ADDRE PROJECT NAME: fl APPLICANT t1SD I CT JPLAN CHECKER -'FILE COPY :us DESIGNER ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA 92123 (619)560-1468 plans transmitted herewith have .been corr.ected.where ,-necessary and substantially comply with the.-Jurisdiction's building codes. .The plans transmitted herewith will substantialaycomply with the jurisdiction's building codes when mior 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. L.J The plans are being held at Esgil Corp. until corrected plans are submitted for recheck. fl The applicant's copy of' the check list is enclosed for the jurisdiction to-return to the applicant contact person. E The applicant's copy of the check list has been sent to: 'S 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 # By: Q,ff Lw/r' ESGIL CORPORATION i 0 GA 0 AA 0 vw. D DM Enclosures: Prril _fy.afrrle4_C14'y (g-jg7o) ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA 92123 (619)560.1468 DATE: TJPLIAN Uti JURISDICTION: CarI6JclJ ECKER FlIFILE COPY PLAN CHECK NO: CIO-(o []UPS SET: DESIGNER PROJECT ADDRESS:&'13 Lc. PROJECT NAME: fl 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 with the jurisdiction's building codes when minor deficien- cies-identified are resolved and checked by building department staff. El The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. S The check list transmitted herewith is for your information. -I The plans are being held at Esgil Corp. until corrected plans are submitted for recheck. F-1 The'applicant's copy of•thè 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: g1ttLe bi k 53 SA€dA,//s 44a,r€,s Esgil staff did not 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: Enclosures: ESGIL CORPORATION E GA E AA Eli VW [J DM J1JRISDITION:' Date plans received by plan checker:sIo/qc, PLAN CHECK NO.: 130-&3!5 rrr Date plan recheck completed:,/&.//q By: PROJECT ADDRESS: gq3,9 ,4vie I TO: •i,ff L€ RECHECK PLAN CORRECTION SHEET FOREWORD: PLEASE READ Plan check is limited to technical requirements contained in the Uniform Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and disabled access. The plan check is based on regulations enforced by the Building Inspection Department. You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department or other departments. The items shown below need clarification, modification or change. All items have to be satisfied before the plans will be in conformance with the cited codes and regulations. Per Sec. 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 G The following items have not been resolved from previous plan reviews. The original 1. Please make all corrections on the original correction number has been given for your tracings and submit two new sets of prints, reference. In case you did not keep a copy and any original plan sets that may have been of the prior correction list, we have returned to you by the jurisdiction, to: enclosed those pages containing the still E1\ Ccrt. (23. To facilitate rechecking, please next to(each)item, the sheet of upon whic each correction on this been made and return this check the revised plans. outstanding corrections. Ple.se contact me if you have any questions regarding these items. (T(Pleas indicate here if any changes have ieRde to the plans that are not a result identify, / of corrections from this list. If there are the plans other changes, please briefly describe them sheet has and where they are located on the plans. sheet with \ Have changes been made to the plans not resulting from this correction list? Please check. ___Yes No Irl Thc L.. beer c4t44e4. Form No. RPCS.41290 ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA 92123 (619) 560-1 4458 & t)1\o-J APPLLCAN flJPLAN CHECKER OFILE COPY []UPS flDESIGNER DATE: JURISDICTION: / PLAN CHECK NO: SET: PT PROJECT ADDRESS: ?L/3 ,4 PROJECT NAME: 5 ç E The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. fl 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. El 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. L.J The plans are being held at Esgil Corp. until corrected plans are submitted for recheck. E 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: ,,i/ La/oX fIfQre.s ?c?k'9 Esgil staff didnot advise the applicant contact person that plan check has been completed. j Esgil staff did adv'ise applicant that the plan check has been completed. Person contacted: Date contacted: Telephone REMARKS: By: - 7.1rJ Enclosures: ESGIL CORPORATION 54y 0GA 1:1 AA Evw C3 DM. JURISDICTION: lhat Date plans received by plan checker: PLAN CHECK NO.: 'p-35 ,,. Date plan recheck comleted:5/2Z-/q0 By:c/- PROJECT ADDRESS: L , s /r. ,4. TO: ,,// Le/q, RECHECK PLAN CORRECTION SHEET FOREWORD: PLEASE READ Plan check is limited to technical requirements contained in the Uniform Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and. disabled access. The plan check is based on regulations enforced by the Building Inspection Department. You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department or other departments. The items shown below need clarification, modification or change. All items have to be satisfied before the plans will be in conformance with the cited codes and regulations. Per Sec. 303(c), of the Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law. 03- The following items have not been resolved from previous plan reviews. The original correction number has been given for, your ref erence. In- case- you--did- not--keep- -- a cop of- --the -. prior -- correction------list--.-weiae enclosed.-- those pages -containing the-still- outstanding corrections. Please contact me if you have any questions regarding these items. Please indicate here if -any changes have been made -to the plans that are not a result . To -facilitate rechecking, please identify, of corrections from this list. If there are 2 e - next to each item, the sheet of the plans other changes, please briefly describe them upon which each correction on this sheet has and where they are located on the plans. been made and return this check sheet with the revised plans. . Have changes been made to the plans not - resulting from this correction list? Please check. _Yes No /'S Pb" carl ?,(. A ,- — 3'?. Pr -, , • p1-ru C- rd / /:77ç c a a- cdra- i 2 i,G L Pra U ,a -1 Z-1.41 7 q. T ,'/- kl P, r62 ', 'L'd iSi 5/'-'7'/q:2) a r- r r4- p rt7 v i Ad, i1- - r- rej', r - *-r- i'yi, ±ic. / /7L - (.avi-4z a I) •fk2_ VY' fl-l2A/ 49Yl S. 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: Form No. RPCS.41290 - - - Prep v ,tcl-e /-#--- /A eø 0, 1'/7er- f /7ny 7d /1 / f \ / P t r+ $ '(?Q i,1c / erreCJI&2fl. tly- ifs vc(( 1i,QH __ rqr i'), 1- bn e- e- Fni ,/v /Biin hale 4 r,/,i7-c,ry a& ,4.-a:ni /o( / 1L 24y a 74A e- i'i dze"I a5 71v- '-I AL ,e: ç,-_ L te ris — i2I1 j C/5- /,in, ,/ 7 7 çcc 64 c/ear /,-, a r cr/fc fiq -... / J 7WC a41 i & ,A&r fc C4ty wi 5-c.3OG ii. __ d1/t/ f/CM ig3 72 IN i 1 W71", - 10 1,10 Date i Jurisdiction _s6d Prepared byt Bldg. Dept. VALUATION AND PLAN CHECK FEE 0 Esgil PLAN CHECK NO._-5 _ BUILDING ADDRESS - L APPLICANT/CONTACT B - PHONE NO.______________ BUILDING OCCUPANCY DESIGNER PHONE______________ TYPE OF CONSTRUCTION CONTRACTOR PHONE___________ BUILDING PORTION BUILDING AREA VALUATION MULTIPLIER VALUE /7 /i1 /r1L. 1 •• ___ Air_Conditionine Commercial Residential Res. or-Comm.' -Fire* Strinklers @ ' Total Value • ' Building Permit Fee, $____________________________________________________________ Plan Check Fee$ &?.03 -f-c. &'-. • $ COM• MEN TS- SHEET OF 12/87 ff.PILE COPY []UPS flDESIGNER Li T I ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 208 j' SAN DIEGO, CA 92123 (619) 560-I468 DATE: JURISDICTION: CARLSBAD PLAN CHECK NO: PROJECT ADDRESS: 7W PROJECT NAME:- el 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. The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. fc'l The check list transmitted herewith is for your information. V.N 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: i1I 5a3 SI14dh,I/5 -, Esgil staff did not 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 #_______________ tnj REMARKS: Ay 7'1 bS //—y.w— d6oy 'i k?c Jrei (eJer,n,ød. Enclosures:_____________________ SGI.L. CORPORATION DGA 0 AA 0 vw 0 DM By.: PLAN ]RD: -l97O RV JURISDICTION: CiTYOFCARLSBAD TO: B1,11 teik PEJEcX ADDRESS: LI L , ,,_.4i,e.... FlL0R AREA: 55c'7, _4_1/5-75.m/YS3) si: 3 RI: L 3 I R(ARKS: Ck._H , U.Ps PlAN Cofffamcff _- cm OF CARlSBAD SThiFAlilLYANDJPLTh1RlL1MS F:PLEASEREAD Plan check is limited t9 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 soeed 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 marked up list when you submit the revised plans . k. Date plans received by. jurisdiction:. .7 Date plans received by Esgil Corporation: 3/2:4 (q j Date initial plan check completed: H41 Applicant contact person: 8iLeijA Telephone: _7fI6S33 ITE PAGE NUKMM ARE BUT IN SEQMCK AS PAGES HAVI* NO IMM NZEDING CGW=MM WERE DTTh. List No. 63,.. Carlsbad Single Family Dwelling and Duplex With All Supplements. (1985 UBC) PLANS 1/. Show on the title sheet all structures, pools, I walls, etc. included under this application. 01. Please make all corrections on the original I Any portion of the project shown on the site tracings and submit two new sets of prints, and plan that is not included with the building any original plan sets that may have been permit application filed should be clearly returned to you by the jurisdiction, to: identified as "not included." Esgil Corporation, 9320 Chesapeake Drive, 11. Clearly show if the lower level is a basement Suite 0208, San Diego, California 92123, or a story, based on the definitions in (619) 560-1468. Sections 403 and 420. Plot the finish grade (as defined) on the elevations and dimension 2/. Please make all corrections on the original the distance to the floor above, for story 7 tracings and submit two new sets of prints, determination. Since f1v.3kt F(r > i ''b"v and any original plan sets that may have been rS.c I space,..•S 4- 4 ry / returned to you by the jurisdiction, to: / FIRE PRÔTrICN 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). (. PIMts, specification. 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). 63. 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 IJBC, UHC and UPCand 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). Exterior walls closer than 3 feet to property / lines shall be one-hour rated construction and I have no openings. 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)). il. Projections, including eaves, may not extend / more than 12 inches into the 3 foot setback from the property line. Section 1710. i4. Eaves over required windows shall be not less J than 30 inches from the side and rear property I lines. Section 504. 4. Plastic skylights shall not be installed / within 8' of an exterior wall located where I openings in such exterior wall are prohibited or required to be protected. Section 5207 (a) 7. l. 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. LI. 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. 1. A smoke detector shall be installed in the / 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 or / repair exceeds $1,000, or when sleeping rooms are created, smoke detectors shall be provided at.-existing bedrooms per item 16 above. 5/10/89 2 - - 4__-,,•.__'_'.-_ -' ROOK SIZES, U. vKwru..Anoi4 AND (2.AZThG 0. Habitable rooms, other than kitchens, shall contain at least 70 square feet of floor area. At least one room shall have not less than 120 square feet of floor area. Section 1207 (b). 21. Window area must be at least 1/10 of the floor area and a minimum of 10 square feet per Section 1205 (a). Appears to be deficient in Li vi 2j. Openable window area in habitable rooms must be ( 1/20 of the floor area and a minimum of 5 square feet. In bathrooms, laundry rooms and similar rooms 1/20 of area is required and minimum is 1.5 sq. ft. (Section 1205 (a)). 2$. 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 open into a roofed / porch unless the ceiling height is at least 7 1 feet, the longer side is at least 65 open, and the porch abuts a street, yard or court. Section 1205 (a). 2. 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). 2f . 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 7'6". Section 1207 (a). Z. Show ceiling height for laundry rooms, hallways, corridors, and bathrooms is a minimum of 7'0". Section 1207 (a). 2/. Dimension on the plans the 30" clear width for water closet compartments and 24" clearance in front of water closet. Section 511 (a). 6. 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. 3/. Glazing, in the same wall plane as a door, I 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. 3. Glazing in shower and tub enclosures shall be I tempered, laminated or approved plastic (including windows within 5 feet of tub or shower floor). Section 5406 (d) 5. 3,1. 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 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. ITS, STAIRWAYS. AND RAILINGS 36. 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). 7. Required exit doorways shall be not less than 1 36" in width and not less than 6'8" in height, and shall be capable of opening at least 90 degrees. Section 3304 (e). 38 Provide 36" high protective railing for porches, balconies, and open sides of stair landings. Openings between railing shall be less than 611 . Section 1711. 39 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. rrci,/d4— or r 1 4+ /Ivlp 5/10/89 . . 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 b. Minimum headroom is 616". C. Minimum width is 36". All handrails per Section 3306 (j), shall I satisfy the following: Provide handrail for stairways with 4 or more risers. Handrail shall be 30" to 34" above the nosing of treads. C. The handgrip portion of handrail shall be not less than 1 1/4" nor more than 2" in cross-sectional dimension. 4. 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 (1). 4. A door may open inward at the top step of a f stairway provided the top step is not more than 7 1/2" lower than the floor level. Section 3304 (h). 4. 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. 4. 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. Maximum clear opening between risers is6 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. Spiral stairways may not be used for required / exits when the area served is greater than 400 sq. ft. Section 3306 (f). 4/. 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. 61. 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 I 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). sl. Within units, show that corridors have a / minimum width of 36 inches. Section 3305 (b). R00YDG Specify roof slope. 5/. Roof slope is not adequate for roof type / specified. Table 32-B; Section 3203 (h). 5. Specify roof material and application. Chapter 32. 06. Specify I.C.B.0. or U.L. approval number for Peef materials not covered in 1J.B.C., e.g., tile, etc. Section 107. ka.5 L,ci s c 5/10/89 4 '7. 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. Specify minimum 1/4 inch per foot reef slope' for drainage or design to support accumulated water. Section 3207 (a), Section 2305 (f) and Section 2511 (d) 6. Show iedrains and overflows". Section 3207. Provide skylight details to show compliance with Sections 3401 and 5207 or provide I.C.B.0. approval number. F/. Plastic skylights must be separated from each other by at least 4 feet. Section 5207 (a) 6. 3. Show attic ventilation. Minimum vent area is f 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). MASONRY 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)1 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. 6. Show floor and roof connections to masonry / walls. Connection shall resist 200 pounds per I 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. o1b. Provide details for damp proofing the / foundation walls, below finish grade, where I usable space exists on the interior side of the walls. Section 1707 (d). 79I Show a minimum 2" air space and flashing / between planter and building walls. I , Section 2516 (c) 7. GARAGE MW CARPORTS Garage requires one-hour fire protection on I the garage side of walls and ceiling co=on to the dwelling. Table 5-B, Section 503 (d). ij. 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) 7L Show 1 3/8" solid core self-closing door for I openings between garage and dwelling. Section 503 (d). 71L. Garages are not permitted to open into a room ( used for sleeping purposes. Section 1104. 71. 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. 7. 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). _Z6 a.r. boes =L(4.I 7'. Provide an 18" raised platform for any FAU, water heater, or other device in the garage which may generate a flame or spark. UNC Section 508, UPC Section 1310 (a). Ft*JRDAII0i xuIxr7IS () 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). ,.- cu— kte s 1 c'o ' r+ L 4 80. The foundation plan does not mply with the soils report recommendations for this project. Please review the report and modify design, notes and details as required to show compliance 1- -- e Yee ri SP-.I OP 71, p1cws re-.'jsc. 4L C6i1q 'S ir . /L?/J5 5/10/89 , ' 5 8y-.Provide notes 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). 83. 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. P,vid- . i'v'eicI( cf.- /DI EFP= (Opc pz..r tk 'if r,--,pc,-.+I 8. 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 I above finish grade. Section 2907 (a). 81. Note on plans that surface water will drain / away from building and show drainage pattern and key elevations. Section 2905 (f). 81. For buildings adjacent to slopes steeper than / 3:1, the top of any exterior foundation shall extend above the elevation of the street gutter at point of discharge or the inlet of an approved drainage device a minimum of 12 inches plus 2 percent. Dimension foundation per U.B.C. Table 29A: Floors Footing Supported* Stenwall Width Depth Thickness 1 6" 12" 12" 6" 2 8" 15" 18" 7" 3 101! 18" 24" 8" *Foundations may support a roof in addition to the floors. Where only a roof is supported, use foundation for one floor. 9!. Show foundation sills to be pressure treated, I or equal. Section 2516 (c) 3. Show foundation bolt size and spacing. ~2. Section 2907 (f). 9/. Specify size, I.C.B.0. number and manufacturer / of power driven pins. Show edge and end distances and spacing. Section 302 (c). 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. 96. Show adequate footings under all bearing walls and shear walls. Section 2907 (b). he/'.-. Show on the plans stepped footings for slopes 1 steeper than 1:10. Section 2907 (c). 9j. Show minimum 18" clearance from grade to I bottom of floor joists and minimum 12" clearance to bottom of girders. Section 2516 (c) 2. faA Show c size, spacing and pth into undisturbed soil. Table 29-A 4-vi 15. -s rfloo rrr.l 190. Show minimum under access of 18" x 24". Section 2516 (c). 19'1. Show minimum underfloor ventilation equal to 1 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. 10. Specify that posts embedded in concrete shall be pressure treated per UBC Std. No. 25-12. Section2516 (c) 1. 1C). 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 length with 1 x 4 diagonal let-in braces or equivalent. Section 2517 (g) 3. 1 4. In 2-story buildings, shear panels at the I 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 linear length of the wall, or provide design. Section 2517(g)3. k Ihndeyu44. 5110/89 6.. 10. 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. 10. Show blocking at ends and at supports of floor / joists, rafters and trusses at exterior walls. Section 2517,(d) 3, 2517 (h) 6. 1Q7. Show double joists. Floor joists shall be / doubled under bearing partitions running parallel with the joists. Section 2517 (d) 5. lOj. 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. 1( . 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 I 45 degrees to the horizontal. Section 2517 (h) 5. ljl. Show double top plate with minimum 48" lap splice. Section 2517 (g) 2. 12. Show nailing will be in compliance with Table 25-Q. 11(3. 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 1 e stud heights: Bearing wall: 2 x4 d 2 x 6 max. 10'; Non-bearing: 2 x 6 malc. 141, 2 x 6 max. 20'. Table 25-R-3. Pr"-L Ce(j / -r- /Qffx( C155 l. 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. 116 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)Se.e t.efi.c 1/7. Detail all post-to-beam and post-to-footing - connections and reference the detail to the plan. Section 2516 (m). 118. Detail shear transfer connections, including roof and floor diaphragms, to shear walls. Section 2513. ee. 1:4. Specify nail size and spacing for all shear ( walls, floor and roof diaphragms. Indicate required blocking. Maintain maximum diaphragm dimension ratios. (Tables 25 I, 3, K and Section 4713 (d)). 12b. Show 3" x 4" or 2" x 6" studs in first story / of three story building. Table 25-R-3. (S., I,-(c.4- + 121. Provide truss details and truss calculations for this project. Specify truss identification numbers on the plans. lqo co (D2. 1/2" minimum clearance between top plate of interior partitions and bottom chord of trusses. (To ensure loading will be as designed). I . Provide roof framing plan and floor framing I plan. Section 302 (c). 1 . Provide framing sections through Section 302 (c). I 5. Specify all header sizes for opening over 4' wide. Section 2517 (g) 5. l7. Provide calculations for main vertical and horizontal framing members and post footings. Section 302 (b). ii t. hb0, c/ar3i I& 4errn " bi/fc_1- beni 'ee Z1ie ca/cs use - -- _., .- - - - )17 7 _D_-_. _,._ L .I.. Fr fhr( ye.-r flip. beusi s 6rn2 lf tl'I ci Ah S • ~-- lF- 4/- A/sw // ,/e-,-,/ ex'eiidiy h 5/10/89 7e,11p &r,riq//5 eo(c4p 16 rcof--p/y 127/..Provide calculations for lateral loads, shear / panels, shear transfer and related. Section 302 (b). Show on the plans all structural requirements -'i developed in the structural calculations. Section 302 (c). (See comments below or at end.) I 2. 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. Show location of attic access with minimum size / 2211 x 30". Section 3205. 131. Show draft separation for attic areas between I units in a duplex. Section 2516 (f). 1. Specify plywood thickness, grade and panel identification index. Table 25-N. 114. When roof pitch is less than 3:12, design ridge I as a beam. Section 2517 (h). 135) If foundation cripple wall studs are less than - 14" high, framing shall be solid blocking. Section 2517 (g) 4. 1. 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. 13/7. 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. 13k. Detail truss layout for 30" x 30". attic access, if required for equipment in the attic. It. Ridges, hips, and valleys shall be at least one size larger than supported rafters. Section 2517 (h) 3. 141. In open beam construction, provide strap ties across the beams at the ridge support. Section 2501 (b). MECHANICAL (UNIFO4 MUAXICAL aOE) All heating, ventilating, and cooling systems and appliances shall comply with the Uniform Mechanical Code. () Show the (Zjj and type of all heating and cooling appliances or systems. çA-e. "ac4ci "u(p. Orl C_ F_Ig.f-%,.. ll,2. Show source of combusti€n Air to furnace, per I chapter 61 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. UBC, Sec. 1211. lLI.. Show minimum 30" deep unobstructed working I space in front of furnace. Section 505, UMC. 1L$. Note on plans, "clearances to be per manufacturer's listing." Section 504, UMC. l4. 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. 14. Show I.C.B.0. approval number for prefab fireplace. 148. Show access to the attic or underfloor furnace to be minimum 30 inches by 30 inches. Section 708 & 709 UMC. 14g. Note that passageway to the attic furnace ( shall be unobstructed and have continuous solid flooring not less than 24 inches wide. Section 708 UMC. isA. Show permanent electrical outlet and lighting ( fixture controlled by a switch for the attic furnace. Section 708 IJ}IC. D151. Show details to comply with Section 709 for furnace under the floor, or Section 710 for roof or outside furnace. 1. 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. 3. Provide dryer vent to outside. UMC, Section ( 1903. (- Dq ) . g. 3h'w- li siI,c 49 L,e- ' P41-F io). c sc0- FTI97 £1 rpy. 1/). b. Sfwc A +- L-cs A/i ,"- ô. 7i). . 3ho.'- - L1pc F3 1C_ rf.fl). I I" 8 5/10/89 ELECTRICAL (NArroAL ELIR1CAL XOE) All wiring shall comply with the National Electrical Code. l5J. 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. 1s4. Show location of all electrical receptacles. l. Electrical receptacle locations and/or spacing ( is not adequate in_____________________________ l. Show at least one convenience outlet other than ( outlets for laundry, etc., outdoors, in garages and basements. NEC, Art. 210-52. 18. 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. 15/. Note electrical system ground to be provided / per NEC, Art. 250-81. PLUMBING (UNIFORM PLUMBING CODE) ]7LO. Show water heater size, type and location on plans. 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. 16J. Fuel combustion water heater shall not be / installed in bath or bedroom or in a closet opening into bath or bedroom. UPC, Section j 1309. ]J3. Provide adequate barrier to protect water heater from vehicle damage. UPC, Section 1310. 14. Show I and P valve on water heater and show route of discharge line to exterior. UPC, Section 1007 (e). 4. Note on the plan that hose bibbs and lawn I sprinkler system shall have approved backf low prevention devices. UPC, Section 1003(h) & 16/. Show shower stall can accommodate a 30" circle ( and has a minimum floor area of 1,024 sq. in. UPC 909 (d). NOISX INSULATION (DUPLEXES) 161. Show details of duplex common (party) walls ( and floor/ceiling assemblies to achieve a Sound Transmission Class (SIC) rating in walls of 50 decibels and an Impact Insulation Class (IIC) rating on floor/ceiling of 50 decibels. Title 25. 118. Show how penetrations of assemblies for J 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. 49. Provide insulation in walls and ceiling to achieve SIC of 50 between garage and living area if garage use is not controlled by resident. Title 25. Permit applications received after June 30, 1988, are regulated by the new Residential Energy Standards. Provide plans, calculations and worksheets to show compliance. 171. The new regulations e uire a properly completed and properly igne Form CF-1R to be either imprinted on the s, 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. 17. Section 1403(a)l, Title 24, states that Form 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. If. 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 1Specify on the building plans all of the / mandatory energy conservation requirements as listed on the enclosure titled, "Mandatory Energy Conservation Requirements". 1/5. 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/Hr. l. 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. 17j. Provide fluorescent general lighting in / kitchen(s) per CAC, Title 24, 2-5352(3). 17Ø'. Please see additional corrections, or remarks, / on the following page. CARLSBAD S.F.D. & DUPLEXPPL1T iA. Energy conservation design should be for Zone 7 . See attached energy packages. 18/). Floor drains must have auto-prime (city policy). ONote exhaust fans cannot be ductless type (city Policy). Lw..4r- 182. 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. 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). Q18D4-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). l I . 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. 18 . 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). 119. UBC Adopting Ordinance 8792 requires Fire / Retardant roof on all structures (Sec. 18.04.230). Show compliance with 1JBC Section 3203(e). 1. City Ordinance 9792 requires two parking I spaces/unit with clear area of 20'x2O' i.e. no washing machines, etc. Show compliance. 191. 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_________________ 1r/ 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: 5/11/89 10 rrr1 --T ;Y4 c!sals mlo t-i.e ' I p 4-) c'in ±h -tll c vi rreV:cLs im 'C- I €41 c( L-1 ,1.ldeM , , y —Ao S 5/71 ): rLo ° Prv//i d 1 74ii:2 A Hy' 747 f /, /1_ •/ J Pro 'tdi tro ,ior ,jq// e,i /- y'fe o /t jí,i - \t •__r_ +r..C 4.- a I- I -J - - .- - -- Certificate of Compliance: Residential (Page 1 of 2) CF-1R Project TIUc Date Project Address BuUding Permit. a Documentation Author Tekpbooe 0icáe4 By/Otto Cbrnnll&ZCC Method (P.*te. Pot 5yflcfl or Computer) Cll nib tt Zoot Efoa1 Atccy Use Orly GENERAL ThTORMATION Total Condrnoned Floor Area: Building Type: Single Family - Hotel/motel (check one or more) Multi-Family (less than 4 stories) Addition Multi-Family (4 or more stories) - Eistirtg.Plus-Ad4i6Ofl Front Entry 0tientazion North / East / South / West / All Orientations (circle one or more) Number of Dwelling Units: Floor Construction Type: Slab / Raised Floor (circle one or both) In.filtration Control: Standard/Tight (cirle one) BUILDING SHELL INSULATION Component Insulation Location/Com.rnents Type R..Value (attic. to garsge. typic41. etc.) wall .............. wall .............. Roof ............. Roof ............. Floor ............. Floor ............. Slab Edge GLAZING -Shading Devices Glazing Area Glass Type Interior Exterior Overhang Framing Type Orientation (sf) (single. double) (roller blind. etc.) (shadescreen. etc.) (yes/no) (metal/wood) Front.... Front.... Let ...... ..___ Left ...... Rear..... Rear..... Right.... Skylight ......... Skylight ....... THERMAL MASS Type/Covering Area Thickness (slab/exposad. tee. etc.) (sf) (inches) LocaonfDeTscription (kitchem baxh. etc.) Certificate of Compliance: Residential (Page 2of2) CF-1R Proj.ctTflM Data HVAC SYSTEMS Minimum Duct Type (Nmau'llf Efficiency Location Duct Output Manufacturer /Model # conditioner, heat pump) (SE. SEELHSPF) (attic, etc.) R-Value (Btuh) (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 .sheets 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 Tide 20, Chapter 2, Subchapter 4, Article 1 of the California Administrative code. This 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 to any subsequent purchaser of the building. When this certificate of compliance is submitted for a single building plan Lobe built in multiple orientations, all building conservation features which vary are indicated in the Special Features/Remarks section. Designer Building Owner Name: TitJeIFizm Address: Telephone: Uc. 9: (signaDire) (date) Documentation Author Name: Tide/Fu,iu Address:. Telephonc: - Name: TiticlFu,n Address: Telephone: (signawre) (date) Enforcement Agency Name: Agcncy Telephone: (sigranarc) - - (date) (signature or sump) (date) ••_ - - - - - '- - - .- -'--;'• . .iii. !sdsssil .t, Sj •_sI,IZ_ All heating, ventilating, air conditioning, and water h.ating equipment shall meet all of the requirements of the Appliance 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 equipped with an automatic setback, which the building occupant can program to automatically set back the 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 backdra.ft dampers. 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 U1IC, 1982 Edition. A vapor barrier is required in climate zone 1, 14, and 16. All manufactured windows and sliding glass doors shall meet the 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. (U) Storage type water heaters and storage and backup tanks for solar systems shall be externally wrapped with R-12 insulation or greater. The five feet of pipe closest to the water heater, if outside conditioned space, shall be insulated with a minimum of R-3. Steam and steam condensation return piping and recirculating hot water piping outside the building envelope shall be insulated in accordance with T20-1406(d). Lamps used in luminaries 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 Commission. Masonry and factorybuilt fireplaces on exterior walls, shall be equipped with tight-fitting 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; and a tight fitting flue damper with a readily accessible control. Insulation used shall comply with California Quality Standards. (3.7) The insulation installer shall post. a signed certificate. . . Section. 276.. Insulation Certificate (All Occupancies). After installing insulation, the installer shall post in a conspicuous location in the building a certificate signed by the installer and the builder stating that the installation conforms the requirements of Title 24, Part 2, Chapter 2-53, and that the materials installed conform with the requirements of Title 20, Chapter 2.. Subchapter 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. (18) 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 EQi 3/5/86 - ;. — ' 4 .' , Dates g,; /q Prepared bys CITY OF CARLSBAD Bldg. Dept. VALUATION AND PLAN CHECK FEE 0 Esgil PLAN CHECK NO, 191-070 BUILDING ADDRESS - c;2A APPLICANT/CONTACT PHONE NO. 7'/f -65--33 BUILDING OCCUPANCY - DESIGNER PHONE_____________ TYPE OF CONSTRUCTION 31n1 CONTRACTOR PHONE___________ BUILDING PORTION BUILDING AREA VALUATION MULTIPLIER VALUE b U "575 8- 4 I Q9 17 I Air Conditjoninz Commercial - Residential Res. or Comm. -_!ire Sorink1ers Total Value 33j, 7 L4 -7 Building Permit Fee $ J Lj 5 1. 5> Plan Check. Fee $ $ c1 t. 3 1 L2 COMMCNTS Plans received by- Esgil after July 31, 1987 shall have permit and plan check fees calculated per 1985 UBC. SHEET I OF-______ 12/87 BUILDING PLANCHECK ENGINEERING CHECKLIST DATE: i 7/'o ITEM COMPLETE PLANCHECK NO.ITEM INCOMPLETE - NEEDS YOUR ACTION 1 2 3 2132 /,i_OS1?:I2V. S N R - XITEM SELECTED 1 .0 0 CC H H E E C C K/ PROJECT ID: LEGALREQUIREMENTS Provide a fully dimensioned site plan drawn to scale. Show: north arrow, property lines, easements, existing and proposed structures, streets, existing street improvements, right-of- way width and dimensioned setbacks. Show on site rrish floor elevations elevations, e a ns of finish grade adace uildin existing topographica ines, exis ing and proposed slopes, driveway with percent (%) grade an rainage pattern Provide legal description and Assessors Parcel Number. Discretionary _ApDrovalComDliance 4. No Discretionary approvals were required. V'5• Project complies with all Engineering Conditions of Approval for Project No. //'LP _30-3 Project does not comply with the following Engineering Conditions of Approval for Project No. I-f2f'_903 Conditions complied with by: Date: FieldReview Field review completed. No issues raised. Field Review completed. The following issues or discrepancies with the site plan were found: Site lacks adequate public improvements. Existing drainage improvements not shown or in conflict with site plan. Site is served by overhead power lines. Grading is required to access site, create pad or provide for ultimate street improvement. FRM001O.DH. . 08/29/89 Site access visibility problems exist. Provide onsite turnaround or engineered solution to problem. Other: Dedication Requirements No dedication, required. Dedication required. Please have a registered Civil Engineer or Land Surveyor prepare the. appropriate legal description together with an 8½" x 11" plat map and submit with a title report and the required processing 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: JIM Improvement Reciui rements No public improvements required. SPECIAL NOTE: Damaged or to occupancy. Public improvements required. This project requires construction of public improvements pursuant to Section 18.40 of the City Code. Please have a registered Civil Engineer prepare appropriate improvement plans and submit. for separate plancheck process through the Engineering Department. Improvement plans must be approved, appropriate securities posted and fees paid prior to issuance of permit. The required improvements are:/'/us-r CCitJsr'&icT 5)Ot4J4L- a4LOIJ& 2LZZ F,owr& 22.oi2 76 oc o4cVkY. Improvement plans signed, Date: By: r' FRM0010.DH . * 08/29/89 13. Improvements are required. Construction of the public improvements may be deferred in accordance with Section 18.40 of the City Code. Please submit a letter requesting deferral of the required improvements together with a recent title report on the property and the appropriate processing fee so we may prepare the necessary Future Improvement Agreement. The Future Improvement Agreement must be signed, notarized and approved by the City prior to issuance of a Building Permit. Future Improvement Agreement completed, Date________________ By:_____________ Grádi ngWegui rements Inadequate information available on site plan to make a determination on grading requirements. PieajI—de_!ore. and existing jevationsEiTtours. Include accurate estimates of the EfIT,11 import, export). No grading required as determined by the information provided on the site plan. Grading Permit required. A separate grading plan prepared by a registered. Civil Engineer must be submitted for separate plan check and approval through the Engineering Department. NOTE: The Grading Permit must be issued and grading substantially complete and found acceptable to the City Inspector prior to issuance of Building Permits. Grading Inspector sign off. Date: By: Miscellaneous Permits Right-of-Way Permit not required. Right-of-Way Permit required. A separate Right-of-Way Permit issued by the Engineering Department is required for the following:. V./AY PPI2OAC1S Sewer Permit is not required. Sewer Permit is required. A Sewer Permit is required concurrent with Building Permit issuance. The fee required is noted below in the fees section. Industrial Waste Permit is not required. - FRM001O . OH 08/29/89 Fee: Public Facilities Fee required. Facilities Management Fee Zone: Sewer Fees Permit No. EDU'sC?i47 Fee: Sewer Lateral required: JCis'Z2 Fee: /25. rZ95ET EA- 21. Industrial Waste Permit is required. Applicant must complete Industrial-Waste Permit Applicantion Form and submit for City approval prior to issuance of Building Permits. Permits must be issued prior to occupancy. Industrial Waste Permit accepted - Date: By:_________________ Fees Required *22. Park-in-Lieu Fee Quadrant: - Fee per Unit: X 23. Traffic Impact Fee Fee Per Unit: Total Fee: Total Fee: )(24. Bridge and Thoroughfare Fee Fee per Unit: Total Fee: 11,630 ENGINEERING AUTHORIZATION TO ISSUE PERMIT BY: Date:___________________ FRM001O.DH 08/29/89 Industrial Waste Permit is required. Applicant must complete Industrial Waste Permit Applicantion Form and submit for City approval prior to issuance of Building Permits. Permits must be issued prior to occupancy. Industrial Waste Permit accepted - Date: By:_________________ Fees Required Park-in-Lieu Fee )<24. Quadrant: Fee per Unit: Total Fee: Traffic Impact Fee Fee Per Unit:fp7O2 Total Fee:t)(O7O 00 Bridge and Thoroughfare Fee Fee per Unit: lt,5W29 Total Fee: 6O Public Facilities Fee required. Facilities Management Fee Zone: ___ Fee:- ,i3 Sewer Fees Permit No. EDU's LC1JI-20 Fee: 8. Sewer Lateral required: LC_LA/J Fee: REMARKS:111/prior rinarks o4priiicd ENGINEEJ ING AUTHORIZATION TO -,ISSUE PERMIT 57/ 9/,~" BY:________ Date:__________ FRM001O.DH 08/29/89 £/ çiL} 1i1rrr PLANNING CHECKLIST q00 Plan Check No.t6 7Z Address H32- APN: ____ ( I Planner fl7L/ ;/i11 Phone 438-1161 (Name) - - - I i Type of Project and Use 6, o 0 Zone _ Facilities Management Zone ct Legend U U 41 uç ç, Item Complete Item Incomplete - Needs your action 1,- 2, 3 Number in circle indicates plancheck number that deficiency was identified OMICI Environmental Review Required: YES NO TYPE DATE OF COMPLETION: Compliance with conditions of approval? If not, state conditions which require action. Conditions of Approval Discretionary Action Required: YES NO TYPE 7L/L7)7 APPROVAL/RESO. NO. DATE: PROJECT NO. OTHER RELATED CASES: HOP 170-3 Compliance with conditions of a require action. Conditi in ons --'-.. ,• al? If not, state conditions which D .. Coastal: YES NO DATE OF APPROVAL: Compliance with conditions of approval? If not, state conditions which require action. Conditions of Approval 4- D 0 Landscape Plan Required YES NO _____ - See attached submittal reuirements for landscape plans - Site Plan: -.-- .- DQ, Provide a fully dimensioned site-plan drawn to scale. Show: North arrow, property lines, easements, existing and proposed structures, streets, existing street improvements, right-of-way width and dimensioned setbacks. 1111 C Show on Site Plan: Finish floor elevations, elevations of finish grade adjacent to building, existing topographical lines, existing and proposed slopes and driveway. Provide legal description of property. Provide assessor's parcel number. Zoning: DO I. Setbacks: Front: Required Shown Int. Side: Required Shown Street Side: Required Shown Rear: Required Shown DO 0 Lot coverage: Required Shown 00 0 Height: Required Shown 00 0 Parking: Spaces Required Shown Guest Spaces Required ______ Shown Additional comments and remarks have been made on the building plans. These marked-up plans may be picked up at the Building Department. These marked- up plans must be resubmitted with the revised plans for this project. Have plans been marked up? YES NO )( Additional Comments i7eI iA/tio' 4e/q 7,n1/ OK TO ISSU E fDATE P LNC K . F RM 6-mo SOUTHERN CALIFORNIA SOIL AND TESTING, INC. 6280 RIVERDALE ST. SAN DIEGO, CALIF. 92120 TELE 280-4321 • P.O. BOX 20627 SAN DIEGO, CALIF. 92120 678 ENTERPRISE ST. ESCONOIDO, CALIF. 92025 • T E L E 746-4544 November 29, 1989 .. = Mr. Bill Leigh 523 Shadow Hills SCS&T 8921165 San Marcos, California 92069 Report No. 1 StJBJECr: Site Preparation and Foundation Recommendations, Proposed Single Family Residence, La Costa Avenue, Carlsbad, California. Dear Mr. Leigh: In accordance with your request, this report has been prepared to present site preparation and foundation recommendations for a proposed single family residence, to be located beten 2424 and 24.40 La Costa Avenue in Carlsbad, California. SITE DESRIPTI1I . - The subject is legally described as Lot . Number 9, La Costa South, Unit Number 1; County Assessor's Parcel Number 216-160-09. The lot is a nearly rectangular parcel with an average width of 76 feet and an average depth of 135 feet. A vacant lot exists to the east, a flag lot exists to the north with its access on the west side of the subject lot, and a condominium complex exists to the west of the flag lots access way. A house slab that appears to have been constructed some time ago exists on the flag lot. The subject lot is vacant of improvements. It has a relatively level pad that extends back about 77 feet from the front property line. Numerous piles SOUTHERN CALIFORNIA S0IL AND TESTING. INC. SCS&T 8921165 November 29, 1989 Page 2 of end-dumped fill exist on the level pad area. North of the level pad, the lot descends steeply to a lower level that is roughly the sane level as the flag lot. The inclination of this slope varies from about 1.5:1 (horizontal to vertical) in the upper portion to 1:1 in the lower portion. The height of this slope is about 28 feet from toe to top. The slope down to the flag lot's access leg is at a ratio of abàut 1.5:1. The subject site has been graded into its present configuration. The upper portionof the lot contains fill material that appears to have been imported. This material is located as approximately delineated on the plot plan included herewith and consists of a whitish tan, very silty sand/sandy silt. The maximum depth of the fill appears to be about 10 feet near the northwest corner of the upper pad. No documentation was provided on the fill to verify its proper placement, and, our field observations indicated that it is questionable in regards to being suitable to support structures or to exist near the face of slopes. Below the fill, as exposed in the natural portions of the slope below the fill, and on the lot to the east, is a critically expansive, light chocolate brown, clay topsoil. This material has desiccation cracks extending at least two feet deep, has a 'popcorn' texture, and has experienced sloughing and downhill creep where it exists on sloping ground. This material is very weak when wet and does not stand well in cut or fill slopes. Below the topsoil are hard mudstones of the Delmar Formation. This material is exposed in a 1:1 cut made in the lower portion of the slope. This cut has a maxim= height of about 12 to 15 feet. The mudstones are comprised of light green, sandy to silty clays. These clays typically do not stand well in steep slopes and usually require buttressing. This material is also generally found to be highly expansive. Where these mudstones exist near the front of the lot, it appears that they may consist ofwhitish tan Sandstones. i 1w The proposed structure will be a single-story structure with four different floor levels. The upper two levels will be at elevation 98.94 feet and 95.74 SCS&T 8921165 November 29, 1989 Page 3 feet and will have on-grade concrete floor slabs. The third level down will be at 91.74 feet and will be a raised wood floor. The fourth and lowest level 'will be at elevation 81.74 feet and will also have a raised wood floor. An observation deck will be constructed over the lowest level that will basically be at the. sane elevation as the third lowest level. Construction will consist of, wood-framingwith stucco siding. Shallow foundations are anticipated and some masonry retaining walls will be necessary, both for the house and for the east property line. The structure will cover roughly 5O percent of the lot area. The proposed grading will basically create three level pads and a 2.5:1 slope extending down from the lower pad to the north property line. All other slopes will be constructed at a ratio of 2:1 or flatter. The maximum slope height will be. about 20 feet. NERAL: Based on our past experience in the vicinity of the subject site and on the exposed soil conditions as discussed herein, it is our opinion that the subject site ,can be developed as proposed, provided the reconuendations presented herewith are complied with. Soil conditions that will create additional construction costs for the proposed residence include moderately to very highly expansive soils, undocumented fill that will be required to be recompacted, and relatively weak soils in regards to foundation and retaining wall design. SITE txraARAPICN: Site preparation should begin with the renuval of all vegetation and deleterious materials from the site in the areas to be graded. The existing fill materials should then be removed and be replaced as uniformly compacted fill. Any topsoils, subsoils or disturbed formational material found beneath the 'fill, or in any other areas on the site, should SCS&T 8921165 November 29, 1989 Page 4 also be removed and level benches should be cut into the formational soils to support the fills. Further, prior'to placing any fill in the lower portion of the lot, any loose or disturbed soil should be roved and a level bench made in the formational soils. The existing cut slope on the lower portion of the lot should be keyed into in a stair-step manner as the fill is brought up to finish grade. All areas to support fill should be scarified to a depth of 12 inches, moisture conditioned and be compacted to at least 90 percent relative compaction. SLOPE CXZGflL'TIC1: All slopes should be constructed at an inclination of two horizontal to one vertical or flatter. All fill slopes should be bac)olled with a sheeps foot compacter at vertical intervals of four feet or less and should be trackwalked when completed. The very highly expansive topsoils should be mixed with the less expansive soils when placed in fill slopes such that the mixture will have an expansion index of less than 120. EARIR()RK: All earthwork and grading contemplated for site preparation should be accomplished in accordance with the attached Reconirended Grading Specifications and Special Provisions. All special site preparation reconiiendations presented in the sections above will supersede those in the Standard Recommended Grading Specifications. All embankments, structural fill and fill should be compacted to at least 90% relative compaction at or slightly over optimum moisture content. Utility trench backfill within five feet of the proposed structures and beneath pavements should be compacted to minimum of 90% of its maximum dry density. The upper six inches of subgrade beneath paved areas should be compacted to 95% of its maxinnim dry density. This compaction should be obtained by the paving contractor just prior to placing the aggregate base material and should not be part of the mass grading requirements. The maximum dry density of each soil type should be determined in accordance with A. S. T . M. Test Method D-1557-78, Method A or C. DRAINAGE: No surface water should be allowed to pond adjacent to foundations and surface runoff should not be allowed to flow over the top of the slopes. SCS&T 8921165. November 29, 1989 Page 5 FNDPff'ICS: Considering the highly expansive soil conditions and a cut/fill transition within the building pad, all footings that will support the proposed structure should be founded at least 24 inches below lowest adjacent grade. When founded on or near slopes, the footings should have a minimum depth that would result in a horizontal distance of at least seven feet between the bottom of the footing and the face of the slope. All continuous footings should have a minimum width of 12 inches and isolated footings should have a minimum width of 24 inches. Footings may be designed for an allowable soil bearing pressure of 1500 psf. UM)LrI(Z1 REINFICI!G: Foundation reinforcing should be determined by the project structural engineer. However, as a minimum, we recommend that the continuous footings be reinforced with at least four No. 5 bars: two located near the top and two located near the bottom of the footing. -QWE CONMWTE SLABS: Slabs-on-grade should be at least five inches thick and be reinforced with at least No. 3 bars at 12 inches on center each way. The interior slab reinforcing should be turned down into the perimeter footings. The reinforcing for exterior slabs that abut footings should be doweled into the footings. Interior slabs should be underlain by a moisture barrier consisting of one inch of clean sand over 6 mil visqueen over four inches of clean, coarse, poorly graded sand or crushed rock (maximum size 1/2 inch). MOISTURE (XDITICW: The clayey soils should not be allowed to dry out before placing concrete. They should be kept in a moist condition by sprinkling when necessary until the concrete is placed. If allowed to dry out, pre-soaking may be required. RAINIM WALLS: Earth retaining walls should be designed for an equivalent fluid pressure of 50 and 60 pounds per cubic foot for unrestrained and restrained walls respectively. These pressures reflect a drained and level backfill condition. All retaining walls should have a subdrain and have a 12-inch-wide rock or a Miradrain drain that extends up to one foot below the SCS&T 8921165 November 29, 1989. Page 6 top of the retained soil. A passive pressure of 300 psf per foot of depth may be used to resist lateral noveuent. In addition the coefficient of friction or concrete to soil may be assumed to be 0.30. When cining friction and passive pressure, the friction value should be reduced by one-third. If you should have any qtiestions after reviewing this report, please do not hesitate to contact this of f ice. 1 This opportunity to be of professional service is sincerely appreciated. Respectfully submitted, •• . . SOUTHERN CALIFORNIA SOIL & TESTING, INC. 0ESSI,11 LU Charles. H. Christian, R.G.E. #00215 OFcw cc: (4) Submitted . . • • (2) E. Brian Smith • (1) SCS&T, Escondido • CALE 1"=20 IMMM 10 20 3040 !. EXISTING TOPOGRAPHY LA COSTA AVENUE ----0- APPROXIMATE LOCATION OF DAY LIGHT LINE SOUTHERN CALIFORNIA SOIL & TI$TINQ,INC. BY: CHCIWDW DATE: 11-30-39 JOB NUMBER: 3921165 PLATE #1 SINE FMILY RFSIDEME, IA COSTA AVENUE, CPRLSBPJD The intent of these specifications is to establish procedures for clearing, compacting natural ground, preparing areas to be filled, and placing and compacting fill soils to the lines and grades shown on the accepted plans. The reconitendations contained in the preliminary geotechnical investigation report and/or the attached Special Provisions are a part of the Recoimended Grading Specifications and shall supersede the provisions contained hereinafter in the case of conflict. These specifications shall only be used in conjunction with the geotechnical report for which they are a part. No deviation from these specifications will be allowed, except where specified in the geotechnical report or in other written coninunication signed by the Geotechnical Engineer. y Southern California Soil and Testing, Inc., shall be retained as the Geotechnical Engineer to observe and test the earthwork in accordance with these specifications. It will be necessary that the Geotechnical Engineer or his representative provide adequate observation so that he may provide his opinion as to whether or not the work was accomplished as specified. It shall be the responsibility of the contractor to assist the Geotechnical Engineer and to keep him appraised of work schedules,, changes and new information and data so that he may provide these opinions. In the event that any unusual conditions not covered by the special provisions or preliminary geotechnical report are encountered during the grading operations, the Geotechnical Engineer shall be contacted for further reconuendations. (R-9/89) SCS&T 8921165 November 29, 1989 Appendix, Page 2 If, in the opinion of the Geotechnical Engineer, substandard conditions are encountered, such as questionable or unsuitable soil, unacceptable moisture content, inadequate compaction, adverse weather, etc.; construction should be stopped until the conditions are remedied or corrected or he shall reconuend rejection of this work. Tests used to determine the degree of compaction should be performed in accordance with the following American Society for Testing and Materials test methods: Maximum Density & Optimum Moisture Content - ASTM D-1557-78. Density of Soil In-Place - ASTM D-1556-64 or ASTM D-2922. All densities shall be expresed in terms of Relative Compaction as determined by the foregoing ASTM testing procedures. t.J4 s$P.j All vegetation, brush and debris derived from clearing operations shall be renoved, and legally disposed of. All areas disturbed by site grading should be left in a neat and finished appearance, free from unsightly debris. After clearing or benching the natural ground, the areas to be filled shall be scarified to a depth of 6 inches, brought to the proper moisture content, compacted and tested for the specified minimum degree of compaction. All loose soils in excess of 6 inches thick should be removed to firm natural ground which is defined as natural soils which possesses an in-situ density of at least 90% of its maximum dry density. (R-9/89). SCS&T 8921165 November 29, 1989 Appendix, Page 3 When the slope of the natural ground receiving fill exceeds 20% (5 horizontal units to 1 vertical unit), the original ground shall be stepped or benched. Benches shall be cut to a firm competent formational soils. The lower bench shall be at least 10 feet wide or 1-1/2 tines the the equipment width whichever is greater and shall be sloped back into the hillside at a gradient of not, less than t (2) percent. All other benches should be at least 6 feet wide. The horizontal portion of each bench shall be compacted prior to receiving fill as specified herein for compacted natural ground. Ground slopes flatter than 20% shall be benched when considered necessary by the Geotechnical Engineer. Any abandoned buried structures encountered during grading operations must be totally removed. All underground utilities to be abandoned beneath any proposed structure should be removed from within 10 feet of the structure and properly capped off. The resulting depressions from the above described procedures should be backfilled with acceptable soil that is compacted to the requirements of the Geotechnical Engineer. This includes, but is not limited to, septic tanks, fuel tanks, sewer lines or leach lines, storm drains and water lines. Any buried structures or utilities not to be abandoned should be brought to the attention of the Geotechnical Engineer so that he may determine if any special recommendation will be necessary. All water wells which will be abandoned should be backfilled and capped in accordance to the requirements set forth by the Geotechnical Engineer. The top of the cap should be at least 4 feet below finish grade or 3 feet below the bottom of footing whichever is greater. The type of cap will depend on the diameter of the well and should be determined by the Geotechnical Engineer and/or a qualified Structural Engineer. (R-9/89) SCS&T 8921165 November 29, 1989 Appendix, Page 4 Naterials to be placed in the fill shall be approved by the Geotechnical Engineer and shall be free of vegetable matter and other deleterious substances. Granular soil shall contain sufficient fine material to fill the voids. The definition and disposition of oversized rocks and expansive or detrimental soils are covered in the geotechnical report or Special Provisions. Expansive soils, soils of poor gradation, or soils with low strength characteristics may be thoroughly mixed with other soils to provide satisfactory fill material, but only with the explicit consent of the Geotechnical Engineer. Any import material shall be approved by the Geotechnical Engineer before being brought to the site. PLACIM AND cici OF FUL Approved fill material shall be placed in areas prepared to receive fill in layers not to exceed 6 inches in compacted thickness. Each layer shall have a uniform moisture content in the range that will allow the compaction effort to be efficiently :applied to achieve the specified degree of compaction. Each layer shall be uniformly compacted to the specified minimum degree of compaction with equipment of adequate size to economically compact the layer. Compaction equipment should either be specifically designed for soil compaction or of proven reliability. The minimum degree of compaction to be achieved is specified in either the Special Provisions or the • recommendations contained in the preliminary geotechnical investigation report. When the structural fill material includes rocks, no rocks will be allowed to nest and all voids must be carefully filled with soil such that the minimum degree of compaction recommended in the Special Provisions is achieved. The maximum size and spacing of rock permitted in structural fills and in non-structural fills is discussed in the geotechnical report, when applicable. (R-9/89) SCS&T 8921165 November 29, 1989 Appendix, Page 5 Field observation and compaction tests to estinte the degree of conpaction of the fill will be taken by the Geotechnical Engineer or his representative. The location and frequency of the tests shall be at the Geotechnical Engineer's discretion. When the compaction test indicates that a particular layer is at less than the required degree of compaction, the layer shall be reworked to the satisfaction of the Geotechnical Engineer and until the desired relative compaction has been obtained. Fill slopes shall be compacted by mans of sheepsfoot rollers Or other suitable equiçaient. Compaction by sheeps foot rollers shall be at vertical intervals of not greater than four feet. In addition, fill slopes at a ratio of two horizontal to one vertical or flatter, should be trackrolled. Steeper fill slopes shall be over-built and- cut-back to finish contours after the slope has been constructed. Slope compaction operations shall result in all fill material six or nore inches inward from the finished face of the slope having a relative compaction of at least 90% of maxinuim dry density or the degree of compaction specified in the Special Provisions section of this specification. The compaction operation on the slopes shall be continued until the Geotechnical Engineer is of the opinion that the slopes will be stable surficially stable. Density tests in the slopes will be made by the Geotechnical Engineer during construction of the slopes to determine if the required compaction is being achieved. Where failing tests• occur or other field problems arise, the Contractor will be notified that day of such conditions by written coinnunication from the Geotechnical Engineer or his representative in the form of a daily field report. If the nethd of achieving the required slope compaction selected by the Contractor fails to produce the necessary results, the Contractor shall rework or rebuild such slopes until the required degree of compaction is obtained, at no cost to the Owner or Geotechnical Engineer. (R-9/89) - SCS&T 8921165 November 29, 1989 Appendix, Page 6 The Engineering Geologist shall inspect cut slopes excavated in rock or lithified formational material during the grading operations at intervals determined at his discretion. If any conditions not anticipated in the preliminary report such as perched water, seepage, lenticular or confined strata of a potentially adverse nature, unfavorably inclined' bedding, joints or fault planes are encountered during grading, these conditions shall be analyzed by the Engineering Geologist and Soil Engineer to determine if mitigating measures are necessary. Unless otherwise specified in the geotechnical report, no cut slopes shall be. excavated higher or steeper than that allowed by the ordinances of the controlling governmental agency. Field observation by the Geotechnical Engineer or his representative shall be made during the filling and compacting operations so that he can express his opinion regarding the conformance of the grading with acceptable standards of practice. Neither the presence of the Geotechnical Engineer or his representative or the observation and testing shall not release the Grading Contractor from his duty to compact all fill material to the specified degree of compaction. Fill shall not be placed during unfavorable weather conditions. When work is interrupted by heavy rain, filling operations shall not be resumed until the proper moisture content and density of the fill materials can be achieved. Damaged site conditions resulting from weather or acts of God shall be repaired before acceptance of work. (R-9/89) SCS&T 8921165 November 29, 1989 Appendix, Page 7 PELPffIVE a4pperIaI: The minimum degree of compaction to be obtained in compacted natural ground, compacted fill, and compacted backfill shall be at least 90 percent For street and parking lot subgrade, the upper six inches should be compacted to at least 95% relative' compaction. NIVE SOILS: Detrimentally expansive soil is defined as clayey soil which has an expansion index of 50 or greater when tested in accordance with the Uniform Building Code Standard 29-C. OVERSIZED MLIERIAL: Oversized fill material is generally defined herein as rocks or lunps of soil over 6 inches in diameter. Oversize materials should not be placed in fill unless recoimndations of placemant of such material is provided by the geotechnical engineer. At least 40 percent of the fill soils shall pass through a No. 4 U.S. Standard Sieve. 7RNITI(11 lOIS: , Where transitions between cut and fill occur within the proposed building pad, the cut portion should be undercut a minimum of one foot below the base of the proposed footings and reconpacted as structural backfill. In certain cases that would be addressed in the geotechnical report, special footing reinforcenent or a combination of special footing reinforcement and undercutting may be required. (R-9/89) CERTIFICATION OF COMPLIANCE CITY OF CARLSBAD Plan Check No. DEVELOPMENT PROCESSING SERVICES DIVISION 2075 LAS PALMAS CARLSBAD, CA 92009 (619) 438-1161 This :form shall be used to determine the amount of school fees for a project and t o v e r i f y that Ithe project applicant has' complied with the *school fee requirements. No buildi n g permits for the projects shall be issued until the certification is signed by t h e appropriate school district and returned to the City of Carlsbad Building Department. SCHOOL DISTRICT: Carlsbad Unified San Marcos Unified 801 Pine Avenue 270 West San Marcos Blvd. Carlsbad, CA 92009 (434-0610) San Marcos, CA 92069 (744-4776) Encinitas Union Elementary San Dieguito Union High School 189 Union Street 710 Encinitas Boulevard - Encinitas, CA 92024. (944-4306) Encinitas, CA 92024 (753-6491) Project Applicant: -4E'1j4.4. APN: -Ibo _07 Project Address: RESIDENTIAL: SQ. FT. of living area 7O Number of dwelling units SQ. FT. of covered area SQ. FT. of garage area _________ COFfivIERCIAL/INDUSTRIAL: SQ. FT. AREA Prepared By 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: $3/Jt based on sq. ft.@ Comm/Indust Fee Levied: j$_• based on sq. ft.@ I Z~~!z & School istrict Official Title Date AB 2926 and SB 201 fees are capped at $1.58 per square foot for residential. AB 2926 is capped at $.26 per square foot for commercial/industrial. c,J3 CERTIFICATION OF COMPLIANCE CITY OF CARLSBAD Plan Check No. DEVELOPMENT PROCESSING SERVICES DIVISION 2075 LAS PALMAS CARLSBAD, CA 92009 (619) 438-1161 This form shall be used to determine the amount of school fees for a project 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 801 Pine Avenue 270 West San Marcos Blvd. Carlsbad, CA 92009 (434-0610) San Marcos, CA 92069 (744-4776) / Encinitas Union Elementary San Dieguito Union High School 189 Union Street 710 Encinitas Boulevard Encinitas, CA 92024 (944-4306) Encinitas, CA 92024 (753-6491) Project Applicant: ..<'-eijh. APN: - /60 _07 Project Address: (4 RESIDENTIAL: SQ. FT. of living area .S 7 t' Number of dwelling units SQ. FT. of covered area SQ. FT. of garage area COMMERCIAL/ INDUSTRIAL: SQ. FT. AREA Prepared By ,b--- 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: $.42.2.71 based on sq. Comm/Indust Fee Levied: based on sq. ft.@ 6' School District Official Title Da tie AB 2926 and SB 201 fees are capped at $1.58 per square foot for residential. AB 2926 is capped at $26 per square foot for commercial/industrial. LEUCADIA COUNTY WATER DISTRICT APPLICATION FOR SEWER SERVICE The application must be signed by the owner (or his representative) of the property to be served. The total charges must be paid to the District at the time the application is submitted. APPLICANT MUST SUBMIT EVIDENCE OF BUILDING PERMIT WITHIN 60 DAYS. FAILURE TO MAKE SUCH SUBMITTAL WILL RESULT IN AUTOMATIC CANCELLATION OF THE SEWER PERMIT. THE SEWER CON- NECTION FEE LESS A $50 ADMINISTRATIVE FEE WILL BE REFUNDED. A six-month construction period shall be provided and sewer service charges for the balance of the fiscal year shall be collected at the time of application for sewer permits. Sewer service charges for subsequent fiscal years shall be collected on the tax roll in same manner as property taxes. If the six-month construction period extends into the subsequent fiscal year, a prorated sewer service charge for that fiscal year shall be collected on the tax roll in the same manner as property taxes. The full sewer service charges for all subsequent years shall be collected on the tax roll in the same manner as property taxes. There will be no additional fee or refund if service actually com- mences on a different date. The prorated sewer service charge shall not be required in those applications for sewer permits for subdivisions. Such applicants shall be required to notify the District, on forms provided by the District, of escrow closing on individual properties within the subdivision. Sewer service charges shall commence upon close of escrow and will be the responsibility of the buyer. If a service lateral is required, it will be installed by the LEUCADIA COUNTY WATER DISTRICT. The service lateral is that part of the sewer system that extends from the main collection line in the street (or easement) to the point in the street (at or near the applicant's property line) where the service lateral is connected to the applicant's building sewer. The applicant is responsible for the construction, at the applicant's expense, of the sewer pipeline (building sewer) from the applicant's plumbing to the point in the Street (or easement) where aconnection 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 ANDAPPROVED BY THE DISTRICT BEFORE THE SEWER SYSTEM MAY BE USED BY THE APPLICANT. THE APPLICANT, OR HIS AUTHORIZED REPRESENTATIVE MUST NOTIFY THE DISTRICT AT THE TIME INSPECTION IS DESIRED. ANY CONNECTION MADE TO THE SERVICE LATERAL OR COLLECTION LINE WITHOUT PRIOR APPROVAL AND INSPECTION BY THE DISTRICT WILL BE CONSIDERED INVALID AND WILL NOT BE ACKNOWLEDGED. In the event unusual construction conditions occur, such as blasting, jack hammering hard rock, dewatering, etc., the applicant shall be liable for any cost over and above the established charge. The Inspection Deposit will be refunded upon the completion of satisfactory inspection of the connection to the District's sewer system. The Inspection Deposit shall not apply in those cases in which the applicant has paid plan check and inspection fees for a subdivision. OWNER'S NAME William S. Leigh MAILING ADDRESS: 523 Shadow Hills Drive San Marcos, Ca. 92069 PHONENUMBER: 741-6533 SERVICE ADDRESS: 2432 La Costa Avenue TRACT NAME/NO. LCS # 1 LOT #_9 ASSESSOR'S PARCEL NO.: 216-160-09 TYPEOFBUILDING SFfl NO/UNITS_1 CONNECTION FEE: $ LATERAL SIZE: _____ EASEMENT: EXTRA FOOTAGE: @$ /Foot______ EXTRA DEPTH: @ $ /Foot__________ LATERAL FEE__________________________ INSPECTION DEPOSIT 50.00 PRORATED SEWER SERV. FEE 107.60 TOTAL 157.60 PAIDBY:CASH ______CHECK# 1009 The undersigned hereby agrees that the above information given is correct and agrees to the conditions as stated. Q.c_4-5-90 W.V.R. Supple. to C_/l 10921 Owner Signature Date Rec'd. By Account No. Ref: 15 S. PERMIT 1 ZS1h-.i. —'Oiiiii•iciø May 28, 1992 Margie Woods Royce, Grim et al 185 West F Street 200 1 San Diego, Ca 92101 2432 LA COSTA AV CB:89-567 It is our practice to keep the history and progress of each plancheck on the front of the file folder containing the documents. At your request I am sending you a photocopy of the front of the subject folder. The remarks are abbreviated, so I will interpret. 6/6/89 This says the permit will be ready to issue after Planning and Engineering have approved and school fees are paid, and that the applicant was notified. Building Dept has approved. 7/11 Resubmitted. Send to Planning. Planning corrections made, approved. Engineering still requires a letter from Leucadia County Water District that sewer fees have been paid (only requirement ma ning). Permit can be issued when letterpresented. /22 nership changed.,.New plans submitted.which cancels this plancheck. Technician should have written 'cancelled" instead of "expired". cJLç CARTER DARNELL, PLANCHECK C INATOR 2075 Las Palmas Drive Carlsbad, California 92009-1576 • (619) 438-1161 SCHOOL FEE FORM ENVELOPES INDUST WASTE PLN-ENG CORRECT PERMIT SIGNED BUSINESS LIC. W C COMP co /fti 5 FO -7111 fi --& .6 ' : I /s ,'?d cQ fg4 aq32 L,Cc5rA 4v p F41Iy ?q-,97O) U ,-. i 1 APPROVALS Required Received Date jpz &L) — /fN çL ?3 FINAL PINNING o1'zq4f Zf A2t ENGINEERING V UTILITIES WATER DISTRICT BUILDING iROUS MATERIALS FORM INDUSTRIAL WASTE AP SCHOOL FEE FORJ COFO ft PLANNING OORRECTAM ENGRG CORRECTIONS ; BUSINESS UCENS WCOMP PERMIT SIGNED Building Planning Engineering Fire Coastal Health Assoc