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Home My WebLink About2751 OCEAN ST; ; 86-415; PermitI hare '; affirm that I am licensed under [; pro elona of Chapter 9 (commencing with Sect on 70(0) of Division 3 of the Business and Professions Code, and my license is in l full force and effect. - of— i hereby affirm that i am exempt from the Conirac-mr's License Law for the following reason (Sec. 7031.5 Bucinncc and Professions Cods: Any city or courtly wilU, ie I quires a permit to construct. alter. improve. demolish, or Is any structure, prior toils issuance also requires !he ap-plicant to, such permit to tile a signed statement that he is I licensed pursuant to the provisions of the Contractors License Law (Chapter 9 commencing with Section 7000 of Division 3 of the Business and Professions Code) or that is ox- I empl therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by an applicant for a permit Sob-loris the applicant to civil penally of not more than live hun- I tIred dollars ($500). I I I. as owner of the property, or my employees with wages I as their sole compensation, will do the work. and the struc- I litre is not intended or sifernit for sole (Sec. 7044, Bacinsss- - and Professions Code: The Contractor's License Law does not apply to an owner 01 property who builds or improves I thereon and who does such work himself or through his awn employees, provided that Such improvements are not istend-ed or Ott ered tsr sale. If. however, the building or improve- I moot is sold within one year 01 completion, the owner-builder will have the harden 01 proving that he did not build or im-prove for the purpose 01 sale). fl I, as owner 01 the properly, 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 properly who builds or im-proves thereon. and who contracts for each projects with a - contractor(s) license pursuant to the Contractor's License Law). (3 As a homeowner lm improving my home, and the 15110w-ing conditions exist: The work is being performed prior in sale. I have lived in my home for twelve months prior to completion 01 this work. I have not claimed this exemption during the I last three years. tam exempt under Sec. ___________________ B & P.C. I for this reason thereby at lirm that I have a cediticale of c000nt to aol Insuro. or a certilicole 01 Workers' Compensation In- suranàe. cr5 cnrlitied copy thereof (Sec. 3800. Labor Code)' POLICY NO. ' COMPANY - Copy is hind with the City Certified copy is hereby furnished -. I CERTtFICATE OF EXEMPTION FROM WORKERS' COMPENSATION INSURANCE (1km section need not be completed if the permit I is for one hundred dollars ($100) or less) 1 certify that In the performance of the work for which this permit is issued. I shalt not employ any person in any manner so auto become subject 10 the Workers' Compen- sation Laws 01 California. I I NOTICE TO APPLICANT: It, alter making this Certificate( 01 Exemption. you should become subject to the Workers' I Compensation provisions 01 the Labor Code, you mast forthwith comply with such provisions or this permit shelf be deemed revoked. I [" of hereby affirm that there Is a construction lending1 agency for the performance of the work for which this per- 0 mit Is issued (Sec. 3097. Civil Code) Z UI Lender's Name_________________________________ -J Lender's Addrnss____________________ USE BALL POINT PEN ONLY PRESS HARD APPLICANFILI, IN INFORMATION WITHIN SHADED AREA AND DECLARATIONS. I CARLSBAD BUILDING DEPARTMENT APPLICATION & PERMIT 2075 Las Palmas Dr., Carlsbad, CA 92009-4859 (619) 438-1161 JOB ADDRESS ,,- AV. ST. RD. NEAREST CROSS ST. DATE OF APPLICATION BUSINSS LICENSE # VALUATION PERMIT NUMBER LOT BLOCK J SUBDIVISION .. i ASSESSOR PARCEL NO. CONTRACTOR CONTRACTORS PHONEC ZONE ('iW 9.1h%ME OWNER'S PHONE BUILDING SO. FOOTAGE c NTRACTOR'S ADDRESS STATE LICENSE NO. OWN 'SMAILINGAODRESS - . 7_OLfc c1 D1flMiL °'$,ir #(z2.1 DESIGNER DESIGNER'S PHONE d i5s;i q)ff DEScniPTION OF WORK iff 1g1 S 1,4 e 02 Joe .0 nj'FD a DESIGNER'S ADDRESS STATE LICENSE NO. q Ig50_/j 'E__-'---' 0005 001 01/16/87PRMT 409R - F/P FLRELEV. NO OCCGP EDU '.-- SES 1 - I / rD ND 7AIJ PARKING SPACE RES UNITS GRADING PERMIT ISSUED I REDEVELOPMENT/I AREA TYP CO 0CC LOAD I FIRE SPR I TDND YO VI l YON Not Valid Unless Machine Certified QTY. \.PLUMBING PERMIT- ISSUE.—OTY. MECHANICAL PERMIT- ISUE 3 SUY/ACCOUNT NUMBER — EACH-FIXTURE TRAP 72 ,.- INSTALL FURN. DUCTS UP TO 100,000 BTU ' BUILDING PERMIT 001-810-00-00-8220 — EACH BUILDING SEWER'\ OVER 100,000 BTU , SIGN PERMIT 001-810-00-00-8221 EAC4WERHEATERiND!ORVENT 7 .- - BOLER(COMPRESSOR UP 3 HP , PLAN.CHECK 001-810-00-00-8821 . EACH GAS SYSTEM I TO 6OUT'LETS . BOILER/COMPRESSOR 3-15 HP , TOTAL PLUMBING 001-810-00-00-8222 / / EACH GAS SYSTEM 5 OR MORE / METAL-FIREPLACE S ELECTRICAL 001-810-00'00-8223 EACH INSTAL.. ALTER, REPAIR WATER PIPE . / VENT FAN SINGLE DUCT 2.- . MECHANICAL 001-810-00'00-8224 EACH VACUUM BREAKER -- ,5" MECH EXHAUST - HOOD/DUCTS . MOBILEHOME 001'810-00-00'8225 WATER SOFTNER \ \ - RELOCATION OF EA FURNACE/HEATER . SOLAR 001-810-00'00-8226 - EACH ROO.F DRAIN (INSIDE) /j"'— / DRYER VENT -STRONG MOTION 880-519'92-33 - TOTAL MECHANICAL I I 7-/. FIRE SPRINKLERS TOTAL PLUMBING \ 777T- PUBLIC FACILITIES F BRIDGE FEE 810'00-00'8740 OTY. ELECTRICAL PERMIT - ISSUE - OTY. MOBILE HOME SETUP PARK-IN-LIEU (AREA ) JAN 2 819 0 NEW CONST EA AMPISW1IBKR PS"/1iij .56. yS' CAR PORT . TIF !,74 134-810'00•00-8835 1 PH y 3 PH , AWNING . LA COSTA TIF clIJ9s1 t1oI 58A0 --, SING SERVS. p — EXIST BLOGEA'AMP/StJT/8KR GARAGE . FMF ___ p jzgcE LICENSE TAX D 1-810'0O-00'8162 1 PH 3 PH . - RE'MbOELA1.1ER PER CIRCiJi-T— ' . MFF 880-59-92-57 - TEMP POLE 200 AMPS' - r , - - - \_••_, - • - OVER 200 AMPS TEMP OCCUPANCY I30OAYSI - * 1 .. \' . CREDITEPOSIT TOTAL ELECTRICAL I TOTAL, -. TOTAL FEES PAYABLE I HAVE CAREFULLY EXAMINED THE COMPLETED "APPLICATION AND PERMIT" AND DO HEREBY I Expiration. Every permit issued by the Building Official under the provisions of this * AN OSHA PET IS REQUIRED FOR EXCAVATIONS OVER I Code shalt aspire by limitation and become null and void if the building or work CERTIFY UNDER PENAtTY OF, PERJURY THAT ALL INFORMATION HEREON INCLUDING THE 50' DEEP AND DEMOLITION OR CONSTRUCTION OF authorized by such permit is nob commenced within 180 days from the date Of such DECLARATIONS ARE TRUE ANDCORRECT AND I FURTHER CERTIFY AND AGREE IF A PERMIT IS or if the building STRUCTURES OVER 3 STORIES IN HEIGHT permit, or work authorized by such permit is suspended or ISSUED: TO COMPLY WITH ALL CITY. COUNTY AND STATE LAWS GOVERNING BUILDING CON- I abandoned at any lime after the work is commenced for a period 01180 days -' STRUCTION. WHETHER SPECIFIED HEREIN OR NOT. I ALSO AGREE TO SAVE INDEMNIFY AND APPL A NT'S SIC OWNERD KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS. COSTS AND CONTRACTOR APPROVED BY - DAT EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE GRANTING OF THIS PERMIT, BY PHONE 0 / f -t / TE '•5 5.,.' TYPE I DATE INSPECTOR BUILDING I Al ___ FOUNDATION I2 /j__ FIELD INSPECTION RECORD REINFORCED STEEL MASONRY REQUIRED SPECIAL INSPECTIONS - INSPECTOR'S NOTES GUNITEOR GROUT ______ _______ INSPECTIbN REO IF CHECKED INSPECTOR'S APPROVAL DATE SUB FRAME 0 FLOOR 0 C2 ING SHEATHING OOF /SHEAR ,-?-2 SLOMPLIANcE ,&V7Z6QJZo 1€t al ITION INSPFRAME 11 fJ ___ -_____ ____ , 77 EXTERIOR LATH I O q-z If) (f/ OVER 2000 PSI STRUCTURAL CONCRETE INSULATION f PRESTRESSED CONCRETE -- Ut,fltbj r . INTERIOR LATH & DRYWALL - ?'7 /L1— POST TENSIONED V "1 I CONCRETE PLUMBING FIELD WELDING O SEWER AND BL/CO 0 FL/CO HIGH STRENGTH UNDERGROUND 0 WASTE I WATER TOP OUT ASTE WATER -- SPECIAL MASONRY TUB AND SHOWER PAN GAS TEST 4 ___________ PILES CAISSONS O WATER HEATER 0 SOLAR WATER - -- - ELECTRICAL i ______ ________ • ELECTRIC UNDERGROUND .W ROUG ELECTRIC ' ( r s ...'r. • . A • - • LL'.J I flJ'., OCflVIIs 1' I MrJI%MnT O BONDING 0 POOL MECHANICAL DUCT & PLEM., 0 REF. PIFING HEAT — AIR COND. SYSTEMS VENTILATING SYSTEMS CALL FOR FINAL INSPECtION WHEN ALL ITEMS ABOVE HA?/E BEEN APPRC FINAL 41;0, PLUMBING ELECTRICAL MECHANICAL GAS ill BUILDING SPECIAL CONDITIONS CASHIER'S VALIDATION ttg of gar1atiab I SEWER PERMIT APPLICATION APPLICANT TO FILL IN SHADED AREA SEWERPERMITNUMBER SE --------- '• ' - BUILDING PLAN CHECK NUMBER:PC BUILDING ADDRESS: • AJ •.J' BUILDING TYPE: NUMBER OFEDU'S: I.. OWNER: - 'CALCULATIONS:____________________________________ MAILING ADDRESS: I ,-.- ( , ,- q ?•ca . CONTRACTOR: MAILING ADDRESS: C90 V0 - 004 04/13 0101 O4Sanitn 69000 SV LEGAL DESCRIPTION: ' CONNECTION FEE COST PER UNIT _____________ x NO. UNITS -. • LATERAL CHARGE: p/ • - ifY (2,t - TOTAL CHARGES: t1U ASSESSORS PARCEL NUMBER: ' PREPARED BY:--' (PRINTED NAME) COMMENTS r /11 - /!"7pI\L '' ' ' ' ' • '• .' - ' •\ ' • WHITE: DPS GREEN: Finance CANARY: Water PINK: Building GOLD: 'Applicant 1., _••I..,I_ / S., • FINAL BUILDING INSPECTION - PLAN CHECK NUMBER 86-415 & 87-77 &81 DATE PROJECT NAME: - ADDRESS 2751 ocean st PROJECT NO UNIT NUMBER ______________ PHASE NO TYPE OF UNIT sfd NUMBER OF UNITS CONTACT PERSON IYkrk CONTACT TELEPHONE Unk - all dent :., • -- . - INSPEC DATE BY: INSPECTED: (-/z--7P APPROVED DISAPPROVED INSPE DATE., BY: INSPECTED:/7 FAPPROVED N DISAPPROVED C- INSPECTEV DATE • •- - .. • INSPECTED ____________ APPROVED ______ DISAPPROVED . -.- . .• • . -•' • I COMMENTS: ø .-t.. Rev. 1186 WHITE Suspense BLUE Water District guneerin CANARY Utilities PINK Planning GOLD Fire FINAL BUILDING INSPECTION ---. PLAN CHECK NUMBER: 861i15 & 877'i 81: - -- DATE:. PROJECT NAME: I- -. ADDRESS: 2751 ocean Zt. i 's- - • PROJECT NO.: : UNIT NUMBER: _________________ PHASENb:- TYPE OF UNIT: 5fd NUMBER OF UNITS: CONTACT PERSON mark "-."' .. - - - CONTACT TELEPHONE: unk all don't INSPECTED DATE PPROVEÔ _I DISAPPROVED - INSPECTED DATE BY: ________________________ INSPECTED: ____________ .APPROVED ______ DISAPPROVED INSPECTED DATE BY INSPECTED: ___________ APPROVED DISAPPROVED COMMENTS: - • - / - .. - :*-. • Rev. 1186 -• WHITE: Suspense BLUE: Water District GREEN: Engineering CANARV:Utts PINK:Planning - GOD: Fire :'>' _w_._ --: • t FINAL BUILDING INSPECTION PLAN CHECK NUMBER 86-415 & 87-77 681 DATE S PROJECT-NAME: ADDRESS: • 2751: ocean St . 'PROJECT NO _________________ UNIT NUMBER _________________ PHASE -No.! A NIT TYPE OF UNIT. sfd NUMBER OF UNITS JAN 19C8 --'•'CONTACT PERSON: c\i MAINTENANCP DEPARTMENT CONTACT TELEPHONE urk all debt INSPECTED DATE / BY: INSPECTED: APPROVED DISAPPROVED.._____ INSPECTED DATE BY INSPECTED ___________ APPROVED ______ DISAPPROVED INSPECTED DATE BY INSPECTED ___________ APPROVED ______ DISAPPROVED • COMMENTS .4 . • . 5 . • I 4 1 L .5 ;.'.• • .S , L , . S \ I • 4 / iS . • S. S.••. . 5 JL ~ANARY:- ( - Rev. 1186 WHITE: Suspense BLUE: Water District GREEN: Engineerl Uti es PINK Planning GOLD:-Fire • t FINAL BUILDING,-INSPECTION - . .-; PLAI1 HECK NUMBER 86-415 & 8777 &81 DATE:.1---Q PROJECT NAME: l / ADDRESS: 2751 ocean St . . . . . . PROJECT NO.: _________________ UNIT NUMBER:• . PHASE NO.: f TYPE OF UNIT: Sfd . NUMBER.OF UNITS: CONTACT PERSON mark CONTACT TELEPHONE iink all dent"* . INSPECTED DATE FEB. 221989 BY: ' INSPECTED: APPROVE ___________ D ______ DISAPPROVED INSPECTED: : - DATE ... . . BY: - INSPECTED: - APPROVED .- • DISAPPROVED INSPECTED . ,.. • .-.. DATE '. . . . BY: -. INSPECTED: . • APPROVED _____ DISAPPOVED Costa Real Municipal Water District •- . - .• . • COMMENTS',... Enginerinp Department •. . : • • ) (619)438-3367 - . f .4 1 - I I 1186;w7E: Suspen:Wter Disti GREEN: Engineering CANARY: Utilities PINK: planni'ng GOLD: Fire SOUTHERN CALIFORNIA SOIL. AND TESTING, INC. P.O. BOX 20627 . r 6280 RIVERDALE STREET - -. SAN DIEGO, CA 92120 (619) 280-4321 . DATE ' ,. --- -- - . -'-- w;. •. - r -- - - - 7 /4i7f'J (AiLL 7O LIeVAI - I -' - •' I'- REPLY . : :.:i .. - . - • •. . . .• . - - .. v. 47, tc 4,1 - - ' — — •t_•______ - g4! 4 •• '. •.i-. - • '-r'- -, - - ------ _.- #' DATE - INSTRUCTIONS TO RECEIVER -...... '2 DETACH STUB. KEEP PINK COPY. RETURN WHITE COPY TO SENDER -. _•-:- ..-.., - - i--. -- •.-.,: r -----------.-.------_... : --T AW eso1j - c17v - /-.I 0•• •..•.• / : . 'iJ .. ----.-\-_'1I s.,t L 27 Y &ew y- I L (CJf1bJ w -ii ex : .. r - .- . .•. 1 '• j-•• •'•%i ••-i. 2- RiJ " JVna - : . . - -. : I - .•t - - I ç YWtvN - pf&rJr, PAP --'-•-'- I 4i --' 1 L!f vw 1 aw ve — - - .• - ' 4, - LI PLEASE REPLY TO ....... srGNEo 77 Mr t7 wt EI3 - - k - -•Z;_;_. - n C2 - . . Ii •- t..% .) to Z.r?SIGNED 7. GBF 4A-73N • . . - --'.•'.••- ii. - INS 1RUCTI0NS 10 SENDER - - - I KEEP YELLOW COPY 2 SENDWHITEANDPINKC0PIESNTACT . ••• -• 1l WRITER . • . . -- * + £ - - .4 * 4 r I L • - • •;. •- - . ;• - " t + .4 4.•. I. + 4 4 4 As'-you have drawn,t, theLcloset4open into a bath This would b4, prmitted The Closeti s—anon=habi tabl e—space( ooi Thedoor from the1qarage to the closet would haveto4be tightfitting, etcV,.JLov Carter fould recommend that the other'-door beas above alsol lz , 44 ' -" - ii-" -:T am I~-i*: ...Z _ :4T •• I • - 4 4. ______•. _________- .'14_____'..\\.* _______ 4 -'S. '" __-.4*/_ _..•______- - ••' :- l---' •:.;• ;-'. .. -. .•. - --, . . -r- 74 4 - 'S. • - I- . - :4 1. • - __________ ______ -•- '. .• • 4 ' • - . ,,.: -- •- •.; .* .'- '4 j 44 s 4' .4 — ,. 8 5' 4. t-• _44 .. 4 - .4 c 4- .4 8 - 4-•.' ' ., ;., .45' ,';. - 4' - - , _4 4. . -4 _•-•4 4 .7 4 '8 - 7.. 5' - .4 _544, ,5'44 --.5, 4-.'-- ' . -- . I. - ":. • - •5" . ' --4 '7 .. 47 47 4 - '5•_•4 I - 4 4' -.4 4 -s - ''__4S__' 4. .4 44 • .7 -:' 7 4 4,. 7 . 4 - * 7 46 - 7 I -. 7 . 5 - ,84 '_,, . -+-- . . • . . . •. -7 . ESGIL CORPORATION 9320 CHESAI'EAKE DR., SUITE 208 SAN DIEGO, CA 92 123 (619) 560.1468 DATE: iq. D.P1cT DICTI JURISDICTION: C3y pCarI3t ECK FILE COPY PLAN CHECK NO: 1.ç7fl. U DESIGNER PROJECT ADDRESS: 27c1 PROJECT NAME: U ... The plans transmitted herewith havebeen corrected -where J necessary and substantially comply with the jurisdiction's building codes. The plans transmitted herewith will substantially comply fl with thejurisdiction's building codes when minor deficien- cies identified . are resolved and checked by building department staff. The n1n transmittedherewith hiiryniF4rri- -. ------__ .. __,.. ------------------ identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is for your- informatton 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 èen sent to: I! D . 'U Esgil staff did notadvisehE plan check has been compE€ed. Esgil staff did advise applic been completed. Person cont Date contacted: t/'/ / REMARKS: 4j co4. iiL(1. appli nt contact person that that the plan check has By: Enclosures: ESGIL CORPO2\TIqN ESGIL CORPORATION 9320 CHESAPEAKE DR, SUITE 208 SAN DIEGO, CA 92123 (6 19) 560• 1468 DATE: 6, 17,#4 JURISDICTION: C4- o r CaIc\oA OPLAN CHECKER OFILE COPY, PLAN CHECK NO: - L// .. - • 0 UPS '0 DESIGNER PROJECT ADDRESS: Z7i 1et PROJECT NAME: , NR D The plans transmitted herewith have been corrected where necessary and, substantially comply with the jurisdiction's building codes.' The plans transmitted herewith will substantially comply U :with the jurisdiction's building codes when minor deficien cies identified - are resolved and checked by building department -staff. The plans trin smitted herewith f have significant deiciencies fl identified on the enclosed check list and should be corrected and reáubmitted for a complete recheck. The check'l'ist transmitted herewith is for your. information..* The p:lans 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 jurisdictionto return to the applicant contact person. The applicant's èopy of the chick list has beensent to: Rtcsev, ': ioô c. fl •Esgil staff I did not advise the apIicant contact person that plan check has been completed. Esgil staff did advise applicant that'the plan check has- been completed. ,Person contacted: RA ssuceA Date contacted: Telephone it REMARKS "• •• • • • ' • • • • • By:_F,/i/f Enclosures: uc ;Lt ESGIL 'CORPORATION • . • , 1/Z4 • S PLAN CHECK NO: g - IL.. JURISDICTION: C c1 r I ç \oaJ DATEJe4JfS Enclosures: PROJECT ADDRESS: 77SI SEe.u€ TO: G Ca.. Date plans received by jurisdiction Date plans received by plan checkerg/26/g A Date tt plan check completed el&/&. by FORWARD: PLEASE READ / Plan check is limited to technical requirements contained in the Uniform Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and access for the handicapped. The plan check is based on regulations enforced by the Building Inspection Department. You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department or other departments. The items circled below need clarification, modification or change. All circled items have to be satisfied before the plans will be in conformance with the cited codes and regulations. The approval of the plans does not permit the violation of any state, county or city law. A. PLANS Please make all corrections on the original tracings and submit two new sets of prints, and any original plan sets that may have been returned to you by the jurisdiction, to: Ec 2 .1 Corp. To facilitate rechecking, please identify, next to each circled item, the sheet of the plans upon which each correction on this sheet has been made and return this check sheet with the revised plans. O APPLICANT COPY O JURISDICTION COPY O PLAN CHECKER COPY o FILE COPY ckI) b. cJesi.eA - - .1 c .0 4I'Ofsi c*&T 1P rcL,3cct i € Floo & lao'y & +Le cei.I 0oi.j * fLe - pwI #4 ;d4. (:N • 4l +Ze - \AI I?1Ol41C? +L'e Iwo Lt!CZ U1SC.)ewc uL7 ___ a. L4crh4.M* cLti -- 4 10%A: Id 4pIe!.3.. L- e. Sl...w koIAI 0L44r4rwJ cØkMr't.!hIA &4 h are 06 cte7Litde to si4/,12o,2f 2' a rtq L) tm,i't.90 +k ;1 . ).oiaI p1 Will 4-d19e f(IA_cwc.t. I - iOIJ3l ____ NTh frov#,Je re; Vo rCL€L.I1II'.P t&J€l!// / N 4.LLIIpo1 Lo,.MatJ 1:o of);ft ree3It4r -H'e pIe. it j. Zci/,(J. Sowi4 +k. IIe i,i plis. tA.e Voiw.4tt4 (1.1L4.f..J )t *Le 44 J..._( ctsiy,#c - 41784 iS cutc&c 4rAw1 +L le it _ 1 - A L A. A - (41 c-.b_I&ug & . .- 6 , I ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA 92123 (619) 560-1468 DATE: LL JURISDICTI JURISDICTION: CITY OF CARLSBAD 10 PLAN CHECK NO: _JJ. L/, I PROJECT ADDRESS: 77I Cca'i S4iee. FILE COPY UPS DESIGNER PROJECT NAME: If r D The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. The plans transmitted herewith will substantially comply D with the jurisdiction's building codes when minor deficien- cies identified are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck.. The check list transmitted herewith is the jurisdiction's copy for your information. The plans are being held at Esgil Corp. until corrected plans are submitted for recheck. D The applicant's copy of the check list is enclosed for the jurisdiction to return to the applicant, contact person. The applicant's copy of the check list has been sent to: &s_. .J.. !,S P 1o5 Lv c-çLa c: 9208 D Esgil staff did not advise the applicant contact person that plan check has been completed. Esgil staff did advise applicant that the plan check has 0 been completed. Person contacted: +e4.rf+-C.d Date contacted: Telephone #72J/__L/L/qt REMARKS: BY: Fu.d ENCL:® ESGIL CORPORATION Rajlr4*1 i Date initial plan check completed: JURISDICTION: arr OF CARLSBAD PLAN (iucatziON 1T smmz FAMILY AND INJPLC INIELLIWS Date plans received by jurisdiction: Date plans received by Esgil Corporation: . R A &4 12.1? c 1t.4' : Foo. lneylt Applicant contact person: Gcir 1 Z/- qjyq FORE)RD: PLEASE READ Plan check is limited to technical requirements contained in the Uniform Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation,, noise attenuation and access for the handicapped. The plan check is based on regulations enforced by the Building Inspection Department. You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department or other departments. Present California law mandates that residential construction comply with Title 24 and the following model codes: 1982 UBC (eff. 7/1/85) 1982 UPC (eff. 10/1/85) 1984 NEC (eff. 10/1/85) 1982 UMC (eff. 3/1/85) The above regulations apply to residential construction, regardless of the code editions adopted by ordinance. The circled items 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), 1982 Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law. To speed up the recheck process note on this list for 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. Carlsbad List 10, Single Family Dwelling and Duplex With All Supplements 1 3/25/86 A. PLANS Q Please make all corrections on the original acings and submit two new sets of prints, and any original plan sets that may have been returned to you by the jurisdiction, to: Esgil Corporation, 9320 Chesapeake Drive, Suite #208, San Diego, California 92123, (619) 560-1468. ,2'. Please make all corrections on the original tracings and submit two new sets of prints, and any original plan sets that may have been returned to you by the jurisdiction, to: The jurisdiction's building department. () Indicate on the Title Sheet of the plans, the name of the legal owner and name of person responsible for the preparation of the plans. Section 302 (a) 7. 4 Plans, specifications and calculations shall e signed by a California state licensed engineer or architect. (California Business and Professions Code). ,Y Specify on the Title Sheet of the plans the gross floor area of each element of this project including dwelling, garage, carport, patio, deck and balcony. Section 302 (c). Provide a statement on the Title Sheet of the plans that this project shall comply with Title 24 and 1982 UBC, UNC, and UPC and 1984 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 and approximate finish floor elevations for all structures and show elevations at all lot corners. Section 302 (c). 2 3/25/86 Indicate distance from center line of street or alley to property line and distance from property lines to proposed building. Section 302 (c). B. ( Walls closer than 3 feet to property lines shall be one-hour rated construction, have no openings, and shall have 30 inch parapets when the building floor area exceeds 1,000 square feet on any floor. (Table 5. A. Section 1709 (a)). Projections, including eaves, may not extend more than 12 inches into the 3 foot setback from the property line. Eaves over required windows shall be not less than 30 inches from the side and rear property lines. Section 1710 and Section 504 (a) and (b). Plastic skylights shall not be installed within 8' of an exterior wall located where openings in such exterior wall are prohibited or required to be protected. Section 5207 (a) 7. Projections, including eaves, shall be one-hour fire-resistive construction, heavy timber or of noncombustible material if they project into the 3' setback area from the property line. Section 1710. Show location of permanently wired smoke detector, centrally located in corridor leading to sleeping rooms or above stair if sleeping rooms are on upper level. Section 1210. 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. C. ROCK SIZ, LI, V1flJflON AND GLAZMVG Habitable rooms, other than kitchens, shall contain at least 70 square feet of floor area. Section 1207 (b). 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 ,ó. Openable window area in habitable rooms must be 1/20 of the floor area and a minimum of 5 square feet. In bathrooms, laundry rooms and similar rooms 1/20 of area is required and minimum is 1.5 sq. ft. (Section 1205 (a)). At least 1/2 of the common wall must be open and have an opening not less than 25 sq. ft. if light and ventilation is being supplied from an adjacent room. Section 1205 (a). X. Required windows shall not open into a roofed porch unless the ceiling is at least 7 feet and the longer side is at least 65% open. Section 1205 (a). 19- 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). 7r. No habitable room, other than a kitchen, shall be less than i'o" in any dimension. Section 1207 (c). Show that ceiling height for habitable rooms is a minimum of 716". Section 1207 (a). Dimension on the plans, the 30" clear width for water closet compartments and 24" clearance in front of water closet. Section 511 (a). Specify safety glazing for glazing in hazardous locations such as glass doors, glazing adjacent to such doors and glazing adjacent to walking surfaces. Section 5406. €) Glazing, in the sane wall plane as a door, must be safety glazing if within 12" of the door and less than 60" above the walking surface, unless the glazing is leaded on faceted glass. Section 5406 (d) 7. X. Glazing in shower and tub enclosures shall be tempered, laminated or approved plastic (including windows within 5 feetof tub or shower floor). Section 5406 (d) 5. (s). 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.See 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. X. The loft you show does not comply as a mezzanine floor and is, by Uniform Building Code definition, a story. Section 1716. Show ceiling height for laundry rooms, hallways, corridors, and bathrooms is a minimum of 710". Section 1201 (a). 3 3/25/86 X. Every stairway landing shall have a dimension, measured in the direction of travel, at least equal to the stairway width. Section 3306 (g). A door may open over a stairway. landing provided the door, in any position, does not reduce the clear area of the landing in the direction of stairway travel, to less than one-half the required width of the stairway. Section'3306 (g). .39. A door may open inward at the top step of a stairway provided the top step is not more than 7 1/2" lower than the floor level. Section 3304 (h). (). Provide details of winding stairway complying with Section 3306 (d): Minimum tread is 6 inches at any point and minimum 9 inches at a point 12 inches from where the treads are narrowest. Maximum rise is 8 inches. C. Minimum width is 30 inches. S VI. ji(. Provide spiral stairway details, per Section 3306 (f): Minimum run is 7 1/2 inches measured at a point 12 inches from where the treads are the narrowest. Maximum rise is 9 1/2 inches. C. Minimum headroom is 6 feet 6 inches. )iZ'. Spiral stairways may not be used for required exits when the area served is greater than 400 sq. ft. Section 3306 (f). D. XKrZS. STAIRWAYS. AND RAfl.IN () Floors above the second story shall have not less than 2 exits. Section 3303 (a). Required exit doorways shall be not less than 36" in width and not less than 618" in height, and shall be capable of opening at least 90 degrees. Section 3304 (e). Provide 36" high protective railing for porches, balconies, and open sides of stair landings. Openings between railings shall be less than 611. Section 1711. 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. Provide stairway and landing details. Section 3306 (b) & (c). Maximum rise 8" and minimum run is 9". Minimum headroom is 616". C. Minimum width is 30". handrails per Section 3306 (j), shall satisfy the following: a. Provide handrail for stairways with 4 or more risers. () Handrail shall be 30" to 34" above the nosing of treads. (3 The handgrip portion of handrail shall be not less than 1 1/4" nor more than 2" in cross-sectional dimension. (See attached). See e.vdoJ 4 3/25/86 0. Spiral stairways must have a clear walking space of 26 inches between the column and handrail, show dimension. Section 3306 (f). 0. 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 shall be done under special inspection per the approved fabrication plans. Section 306 (a) 4B and Section 306 (f). 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). 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). K. ROOFDG 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. GJ. Specify minimum 1/4 inch per foot roof slope for drainage or design to support accumulated water. Section 3207 (a), Section 2305 (f) and Section 2511 (d) 6. Show roof drains and overflows. Section 3207. Provide skylight details to show compliance with Sections 3401 and 5207 or provide I.C.B.0. approval number. .s1 Plastic skylight must be separated from each other by at least 4 feet. Section 5207 (a) 6. Show attic ventilation. Minimum vent area is 1/150 of attic area or 1/300 of attic area if at least 50% of the required vent is at least 3 feet above eave vents or cornice vents. Show required area and area provided. Section 3205 (c). Specify roof slope. 'o( cLa...j ioo oitiuvt F. NAS0N /9. Roof slope is not adequate for roof type specified. Table 32-B; Section 3203 (Ii). () Specify roof material and application. Chapter 32.o(.)Do4\.CcL o.j fOc) $1. Specify I.C.B.O. or U.L. approval number for roof materials not covered in U.B.C., e.g., title, etc., Section 107. 5 3/25/86 . Provide fireplace construction details or note construction to be per attached fireplace standard drawing. Chapter 37. Show veneer support and connections in Seismic Zones 3 and 4, comply with Section 3002, 4, 5, 6, and Section 2515 (a) regarding ties and #9 wire in horizontal joints or show construction to be per attached sheets 30-1 or 30-2. 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 over 4' in a single pour. Cleanout shall be sealed before grouting, after inspection. Section 2414 (a) B. Show floor and roof connections to masonry walls. Connection shall resist 200 pounds per lineal foot or the actual design load, whichever is greater. Cross grain tension or bending in wood ledgers is not permitted. Section 2312 (j) 3. A. Provide details for damp proofing the foundation walls, below finish grade, where useable space exists on the interior side of the walls. Section 1707 (d). Show a minimum 2" air space and flashing between planter andbuilding walls. Section 2516 (c) 7. C. GARAGE AND CARP0S 4. Garage requires one-hour fire protection on the garage side of walls and ceiling common to the dwelling. Table 5. B. Section 503 (d). All elements supporting floor above garage, including walls supporting floor joists, to have one-hour fire-resistive protection on the garage side. Section 503 (a). 54. Show 1 3/8" solid core self-closing door for openings between garage and dwelling. Section 503 (d). Openings between carport and residence require self-closing doors and stationary windows. Section 1214. X. Show garage framing section, size of header over garage opening, lateral cross bracing at plate line, method of bracing garage front, and holddowns if required. chapter 23. NOTE: Maximum shear panel ratio of height to width is 3 1/2 to 1. Table 25-I. 71. Doors may open into the garage only if the floor or landing in the garage is not more than 1/2" lower than the door threshold. Section 3304 (h). (j) Provide an 18" raised platform for any FAU, water heater, or other device in the garage, which may generate a flame or spark, UMC Section 508, UPC Section 1310 (a). H.. FOUNDATION xiuiimmIITE 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). (3). The foundation plan does not comply with the soil report recommendation for this project. Please review the report and modify design, notes and details as required to show compliance. X. Provide notes on the foundation plan listing the soils report recommendations for foundations, slab and building pad preparation. Garages are not permitted to open into a room used for sleeping purposes. Section 1104. e0t4'J 6 3/25/86 63 The soils report recommends 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: 1. the building pad was prepared in accordance with the soils report; 2. the utility trenches have been properly backfilled and compacted, and; 3. the foundation excavations, formings and reinforcements comply with the soils report and approved plan". A. Show height of all foundation walls. Chapter 23. Show height of retained earth on all foundation walls. Chapter 23. X. 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. X. Note on plans that wood shall be 6" minimum above finish grade. Section 2516 (c) 7. () Note on plans that surface water will drain away from building and show drainage pattern and key elevations. Section 2905 (f). Dimension foundation per U.B.C. Table 29A: Floors Supported* Stemwall Width Depth 1 6" 12" 12" 2 8" 15" 18" 3 10" 18" 24" %. Show foundation sills to be pressure treated, or equal. Section 2516 (c) 3. $. Show foundation bolt size and spacing. Section 2907 (e). p6. Specify size, I.C.B.0. number and manufacturer of power driven pins. Show edge and end distance and spacing. Section 306 (f). X . If required by structural calculations, show size, imbedment and location of hold down anchors on foundation plan. Section 2312 (f). p8. If hold downs are required by calculations, note on plan that hold down anchors must be tied in place prior to foundation inspection. Section 305 (e) 2. 4. Show adequate footings under all bearing walls and shear walls. Section 2907 (b). Show on the elevations, stepped footings for slopes steeper than 1:10. Section 2907 (c). X. Show minimum 18" clearance from grade to bottom of floor joists and minimum 12" clearance to bottom of girders. Section 2516 (c). X. Show pier size, spacing and depth into undisturbed soil. Table 29-A. . Show minimum underfloor access of 18" x 24". Section 2516 (c). 7 . 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). *Foundations may support a roof in addition to the floors. Where only a roof is supported, use foundation for one floor. 7 3/25/86 46. Specify that posts embedded in concrete shall be pressure treated per UBC Std. No. 25- 12. Section 2516 (c). I. FRAMING Show wall bracing. Every exterior wood stud wall and main cross partition shall be braced at each end at least every 25 feet of length with 1 x 4 diagonal let-in braces or equivalent. Section 2517 (g) 3. Note cross bridging or blocking. Floor joists and rafters 12" or more in depth shall be supported laterally by bridging at intervals not exceeding 8 feet, unless both edges are held in line. Sec. 2506 (g). Show blocking at ends and at supports of floor joists, and for rafters at exterior walls. Section 2517 (d) 3. . Show solid blocking at ridge line and at exterior walls on trussed roofs. Section 2506 (g), Section 2511 (h). l4pfi. Show double joists. Floor joists shall be doubled under bearing partitions running parallel with the joists. Section 2517 (d) 5. 1,p4. Bearing partitions, perpendicular to joists, shall not be offset from supporting girders, beams, walls or partitions, more than the depth of the joist. Section 2517 (d) 5. Show rafter ties. Rafter ties shall be spaced not more than 4 feet on center and be just above the ceiling joists, where rafters and ceiling joists are not parallel. Section 2517 (h)4. y4. Show rafter purlin braces to be not less than 45 degrees to the horizontal. Section 2517 (h) 5. 8 3/25/86 Show 1/2" minimum clearance between top plate of interior partitions and bottom chord of trusses. (To ensure loading will be as designed). Show double top plate with minimum 48" lap splice. Section 2517 (g) 2. 0g'. Show nailing will be in compliance with Table 25-Q. 301. 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 in line with the run of stairs if the walls under the stairs are unfinished; and d. in openings around vents, pipes, ducts, chimneys, fireplaces and similar openings which afford a passage for fire at ceiling and floor levels, with noncombustible materials. Show stud size and spacing. Maximum allowable stud heights; Bearing wall: 2 x 4 and 2 x 6 max. 101 ; Non-bearing: 2 x 4 max. 141 , 2 x 6 max. 201. Table 25-R-3. j. 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. Note an A.I.T.C. Certificate of Compliance for glued laminated wood members shall be given to the building inspector prior to erection. Section 306 M. Detail all post to beam and post to footing connections and reference the detail to the plan. Section 2516 (m). ecl Detail shear transfer connections, uding roof and floor diaphragms, to shear walls. Section 2513. i,y. 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). 3.3. Show 3" x 4" or 2" x 6" studs in first story of three story building. Table 25-R-3. 24 Provide truss details and truss calculations for this project. 3X6. Provide roof framing plan and floor framing plan. Section 302 (a) 7. ),I1. Provide framing sections through Section 320 (a) 7. Specify all header sizes for opening over 4' wide. Section 2511 (g) 5. YC Provide calculations for main vertical and horizontal framing members and post footings. Section 302 (a) 7. .1,21.. Show on the plans all structural requirements developed in the structural calculations. P2.1'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. .12. 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. (). Show location of attic access with minimum size 22" x 30". Section 3205. Show draft separation for attic areas fetween units in a duplex. Section 2516 (f). 3'6. Wood stud bearing walls, with studs at 24" o.c., require 3 ea. 2x40r2ea. 2x6or2 ea. 3 x 4 top plates if supporting either floor members or roof trusses that are spaced more than 16" o.c. and do not bear within 5" of the supporting stud. Section 2511 (g) 2. )2. Specify plywood grade and panel identification index. Table 25-N. I ,$. When roof pitch is less than 3:12, design ridge as a beam. Section 2517 (h). 1). If foundation cripple 'wall studs are less than 14" framing shall be solid blocking. Section 2517 (g) 4. Provide calculations for lateral loads, shear panels, shear transfer and related. Section 302 (9) 7. ® PrevtA- ck wad/ p/api ôr tack coor, o.l 1c&4e,( CA O 'Ac,4c \jk'A O .i\c tr%NL. p &\ i te r,i' C' \c - I o -%4 otU SUIAC wtl co'1 r 9 3/25/86 P6. 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. 1,116. Show plywood sheathing over exposed eaves, or other weather exposed areas, is exterior grade. Section 2516 (g) 3. W. Show a weep screed at the foundation plate line on all exterior and stud walls to be stuccoed. Section 4706 (e). Show corridor width to be minimum 36". Section 3305 (b). 114. Specify truss layout for 30" x 30" attic access. $. Ridges, hips, and valleys shall be at least one size larger than supported rafters. Section 2517 (h) 3. L3. In open beam construction, provide strap ties across the beams at the ridge support. Section 2501 (b). J. MANICAL All heating, ventilating, and cooling systems and appliances shall comply with the Uniform Mechanical Code. Show the size, location and type of all heating and cooling appliances or systems. Show source of combustion air to furnace, per Chapter 6, UMC. 1)4. Every dwelling unit shall be provided with (eating 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, Section 1211. 10 3/25/86 0. Show minimum 30" deep unobstructed working space in front of furnace. Section 505, UMC. Note on plans, clearances to be per manufacturer's listing. Section 504, UMC. Q. Furnace shall not be installed under any stairway. Section 704, UMC. 1cfl" CS (k). 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. 1 4. Show I.C.B.0. approval number for prefab fireplace. (Zj. Show access to the attic or underfloor furnace to be minimum 30 inches by 30 inches. Section 708 & 709 UMC. (J. Note that passageway to the attic furnace shall be unobstructed and have continuous solid flooring not less than 24 inches wide. Section 708, UMC. Q. Show permanent electrical outlet and lighting fixture controlled by a switch for the attic furnace. Section 708, UMC. Q. Show details to comply with Section 709 for furnace under the floor, or Section 710 for roof or outside furnace. Note on plan: Gas vents and noncombustible piping passing through three floors or less shall be effectively draft stopped at each floor or ceiling. UBC, Section 1706 (a) 6. xLWWCAL (NATIONAL XLZCMCAL (X)DZ All wiring shall comply with the National Electrical Code. d. Show on the plan the amperage of the electrical service, the location of the service panel and the location of any sub-panels. Show location of all electrical receptacles. G Electrical receptacle locations and/or spacing is not adequate in S4t C QJrO fODAAA (see afljec) )5. Show at least one convenience outlet other than outlets for laundry, etc., outdoors, in garages and basements. NEC, Art. 210-52. W. Note convenience outlets in bathrooms, outdoors, and in garages and basements (other than for laundry and similar equipment) shall be GFI protected, NEC, Art. 210-8. G. Note electrical system ground to be provided per NEC, Art. 250-81. PLUMBING (uNwoIi PLUMBIIG cDE1 )$6. Show water heater size, type and location on plans. UPC, Section 1310. ?i. Show source for providing combustion air to fuel burning water heater. If wall opening in an enclosure are used, at least one-half of the required opening area shall extend into the upper twelve inchbs of the enclosure and one-half within the lower twelve inches. UPC, Section 1307. 11 3/25/86 3$. Fuel combustion water heater shall not be installed in bath or bedroom or in a closet opening into bath or bedroom. UPC, Section 1309. 38. Provide adequate barrier to protect water heater from vehicle damage. UPC, Section 1310. 1,66. Show T and P Valve on water heater and show route of discharge line to exterior. UPC, Section 1007 (e). jfll. Provide dryer vent to outside. UMC, Section 1903. 0. Note on the plan that hose bibbs and lawn sprinkler systems shall have approved backf low prevention devices. UPC, Section 1003. W. Shower stall shall accommodate a 30" circle and have a minimum floor area of 1,024 sq. in. UPC, 909 (d). N. NOISE IN&ILAXION (1xJPL) ).61e. Show details of duplex common (party) walls and floor/ceiling assemblies to achieve a Sound Transmission Class (STC) rating in walls of 50 decibles and on Impact Insulation Class (IIC) rating on floor/ceiling of 50 decibles. Title 25. 3.6S. Show how penetrations of assemblies for piping, electrical devices, recessed cabinets, bathtubs, soffits, or heating ventilating, or exhaust ducts shall be sealed, lined, or insulated to maintain required sound transmission rating. Title 25. Provide insulation in walls and ceiling to achieve STC of 50 between garage and living area if garage use is not controlled by resident. Title 25. N. MWWCONSERVATION: PLEASE READ State regulations (California Admin. Code) require that the design satisy one of the attached alternative energy packages or submit calculations. The law also requires that many mandatory conservation items be satisfied. 34'. Show on the Title Sheet of the plans, the required elements of the alternative energy package that was selected, and next to each element show how you are complying with each element. If calculations were used, provide similar data on the plans. The plan sheet showing the required elements of the selected energy package, and listing the design elements showing compliance with that selected package, must be signed by either the owner or a licensed professional i.e., architect, engineer or contractor. A design professional must note his/her state license number. Section 1403 of Title 20. i. Show on the plans the "R" value for the walls, floors, ceiling and related areas. 0. Show double glazing as per Energy Design, on Glazing Schedule. yt. Show on the plan how shading requirements are satisfied. 0. The plans are not in compliance with the energy conservation compliance package selected or design calculations provided. Show on plans conformance as follows: 2c> i\ervc vtc ç I 12 3/25/86 0. Specify on the building plans all of the mandatory energy conservation requirements as listed on the enclosure titled, "Mandatory Energy Conservation Requirements". Show the size, type, make, model and location of the space heating (or cooling) system and provide heat loss calculations if the output BTU/Hr. exceeds 45,000. 0. CARLSBAD S.F.D. & IMJPLRE SOPPL.r 3.1'S. Energy conservation design should be for Zone 7 . See attached energy packages. 0. Floor drains must have auto-prime (city policy). 0. Note exhaust fans cannot be ductless type (city policy). )/8. New residential units must be pre-plumbed for future solar water heating. Note "two roof jacks must be installed" where the water heater is in the one story garage and directly below the most south facing roof (City Ordinance No. 8093). Note "two 3/4" copper pipes must be installed to the most convenient future solar panel location when the water heater is not in a one story garage and is not directly below the most south facing roof. (City Ordinance No. 8093). 8'O. 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). 0. Incorporate the waterproofing details, on the attached Policy 80-8, where interior living space occurs below grade at the masonry wall(s). 6J. Show on the Title Sheet on the plans, the information required by the attached Developmental Services Sheet 102683. 6iJ. All new residential buildings, including additions, require a soils report. Please submit two copies. AC Heavy timber framing, minimum 6" x loll 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). (0. 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 the plan check items, lease contact se Ac, \ 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 619/438-5525. Thank you. Enclosures: '1&R -790 P&%.J.l!¼A+ IUI3C 4-Ct\C 2..A) 13 3/25/86 I.. Date z____ CITY OFCARLSBAD Prepared by: 13 Bldg. Dept. FU _ VALUATION AND PLAN CHECK FEE Esgil PLAN CHECK NO._I.)/-I BUILDING ADDRESS 27LJ cext APPLICANT/CONTACTG PHONE NO._7ZV__qV-19 BUILDING OCCUPANCY - - DESIGNER PHONE__________ TYPE OF CONSTRUCTION :--V- vt CONTRACTOR PHONE_________ BUILDING PORTION BUILDING AREA VALUATION MULTIPLIER VALUE -77-,f410 /8 4c9 27 Air_ConditioninE Commercial Residential Res. or Comm. Fire_Sorinklers Total Value Fee Adjusted To Reflect DEnergy Regulations (Fee x 1.1) OHandicapped Regulations (Fee x 1.065) Building Permit Fee $ Plan Check Fee$ - - C 0 M MEN IS: 8/4/82 p ."LAN CHECK NO. ADDRESS maroff.15M.5m PLANNING ZONE: 12.3 TYPE OF PROJECT AND USE: 'Z&F Z SCHOOL DISTRICT: SAN DIEGUITO ENCINITAS CARL5BADØN MARCOS SETBACKS: FRONT 5 _4'hw' SIDE _______ REAR /J5&' DISCRETIONARY ACTIONS:_____________________________________________________________ REDEVELOPMENT PERMIT REQUIRED:_______________________________________________________ LANDSCAPE PLAN COMMENTS: 1JJA ENVIRONMENTAL REQUIRED:______________________________________________________________ ADDITIONAL PR°oO 4i 10ar -SIR ' crcC& scRI6c;6L'i s01 r(oLfl. 1!A(? OK TO ISSUE: DL DATE: ENGINEERING LEGAL DESCRIPTION VERIFIED?A)4— APN CHECKED?____________________________ IC) PARK-IN-LIEU QUADRANT: fi/R_, FEE PER UNIT: TOTAL FEE: - P.F.F.: N_ TRAFFIC IMPACT FEE PER UNIT: TOTAL FEE: Alt., ________________ FACILITIES MGMT. FEE:k,#7L4A. BRIDGE & THOROUGHFARE FEE:________________ IMPROVEMENTS: F ae & - FIELD CHECK DATE & INITIALS: Y2,q _5E RIGHT-OF-WAY:#Oc5 DRIVEWAY EASEMENTS: 'te'o ED.U.: yy13 _4_i.'w99_c SEWER: d /hr LATERAL__________________ INDUSTRIAL WASTE PERMIT: ~=7 Adt(PA;kAac GRADING PERMIT: .e't 14 _GRADING COMPLETION CERTIFIED:___________ ADDITIONAL COMMENTS: OK TO _ DATE: DPD2:DPD6:07/1 7786 2075 LAS PALMAS DRIVE TELEPHONE CARLSBAD, CA 92009-4859 (619) 438-1161 - Cttp of Carl.9bab COMMUNITY DEVELOPMENT May 26, 1987 Mrs Frank Bell 2751 Ocean Street Carlsbad, Calif 92008 2751 Ocean Street Reconstruction BP 86-415 2 This letter will confirm that Adrienne Landers has looked approved plans today and stated that your fireplace ma,ixtend two feet into your five-foot sideyard. CARTER DARNELL, PLANCHECKER Frank Bell 432 Vista Parada Newport Beach, CA 92660 NOTICE OF ACCEPTANCE Date: December 29, 1986 Applicant Frank Bell Document or Plans: Deed Restriction limiting number of units. Assumption of Risk Submitted in compliance with Special -Condition(s) No(s). 1 & 2 of Coastal Development Permit No. 6-86-153 Material submitted in compliance with said Special Condition(s) of your development permit has. been reviewed by the District Director and found to fulfill the requirements of said condition(s). Your submitted material and a copy of this letter have been made a part of the permanent file. Sincerely. Tom Crandall District Director By: (0600M) STATE OF CALIFORNIA—THE RESOURCES AGENCY GEORGE DEUKMEJIAN, Governor CALIFORNIA COASTAL COMMISSION SAN DIEGO COAST DISTRICT COASTAL DEVELOPMENT PERMIT NO. 6-86-153 1333 CAMINO DEL RIO SOUTH, SUITE 125 Page 1 of 3 SAN DIEGO, CA 92108-3520 (619) 297-9740 On October 9, 1986 , the California Coastal Commission granted to Frank Bell this permit for the development described below, subject to the attached Standard and Special Conditions. Description: Demolition of existing single family residence and construction of a three-story, four-bedroom, 3,718 sq.ft. single family residence with a two-car garage on a.7,000 sq.ft. blufftop lot. Lot Area 7,000 sq. ft. Building Coverage 1,935 sq. ft. (28%) Pavement Coverage 1,100 sq. ft. (16%) Landscape Coverage 3,965 sq. ft. (56%) Parking Spaces 2 Zoning R3 Plan Designation Residential (19 dua) Project Density 6 dua Ht abv fin grade 34 feet Site: 2751 Ocean Street, Carlsbad, San Diego County. APN 203-235-01 Issued on behalf of the California Coastal Commission by PETER DOUGLAS Executive Director and ___ 9//L1i7?táfl2 IMPORTANT: THIS PERMIT IS NOT VALID (LESS AND UNTIL A COPY OF.THE PERMIT WITH THE SIGNED ACKNOWLEDGEMENT HAS BEEN RETURNED TO THE COMMISSION OFFICE. ACKNOWLEDGEMENT The undersigned permittee acknowledges receipt of this permit and agrees to abide by all terms and conditions thereof. Date Signature of Permit'tee COASTAL DEVELOPMENT PERMIT NO. 6-86-153 Page 2ofj_ STANDARD CONDITIONS: Notice of Receipt and Acknowledgement. The permit is not valid and development shall not commence until a copy of the permit, signed by the permittee or authorized agent, acknowledging receipt of the permit and acceptance of the terms and conditions, is returned to the Commission office. Expiration. If development has not commenced, the permit will expire two years from the date on which the Commission voted on the application. Development shall be pursued in a diligent manner and completed in a reasonable period of time. Application for extension of the permit must be made prior to the expiration date. Compliance. All development must occur in strict compliance with the proposal as set forth below. Any deviation from the approved plans must be reviewed and approved by the staff and may require Commission approval. Interpretation. Any questi-ons of intent or interpretation of any condition will be resolved by the Executive Director or the Commission. Inspections. The Commission staff shall be allowed to inspect the site and the development during construction, subject to 24-hour advance notice. Assignment. The permit may be assigned to any qualified person, provided assignee files with the Commission an affidavit accepting all terms and conditions of the permit. Terms and Conditions Run with the Land. These terms and conditions shall be perpetual, and it is the intention of the Commission and the permittee to bind all future owners and possessors of the subject property to the terms and conditions. SPECIAL CONDITIONS: 1. Deed Restriction - Number of Dwelling Units. Prior to the transmittal of the coastal development permit, the applicant shall record a restriction against the subject property, free of all prior liens and encumbrances, except for tax liens, and binding on the permittee's successors in interest and any subsequent purchasers of any portion of the real property. The restriction shall prohibit the rental, leasing, or occupancy of the permitted project for more than one dwelling unit (single family residence) unless first approved in writing by the California Coastal Commission or its successor in interest. The recording document shall be in a form and content acceptable to the Executive Director. Evidence of recordation of such restriction shall be subject to the review and written approval of the Executive Director. COASTAL DEVELOPMENT PERMIT NO. 6-86-153 Page 3 of 3 SPECIAL CONDITIONS, continued: 2. Applicant's Assumption of Risk. Prior to the transmittal of a coastal development permit, the applicant as landowner shall execute and record a deed restriction, in a form and content acceptable to the Executive Director, which shall provide: (a) that the applicant understands that the site may be subject to extraordinary hazard from waves during storms and from erosion, and the applicant assumes the liability from such hazards; and (b) that the applicant unconditionally waives any claim of-liability on the part of the Commission and agrees to indemnify and hold harmless the. Commission and Its advisors relative to the Commission's approval of the project for any damage due to natural hazards. The document shall run with the land, binding all successors and assigns, and shall be recorded free of prior liens and encumbrances which the Executive Director determines may affect the interest being conveyed. 1. (61 53P) t- 70~tz7,9 A.A- I c-4fc A' S/07Y 1_41dte1_ 5A ai & r- - I EDMUND C. FOERSTEL Structural Engineer s '-,''AdOT 11''ft 17231 East Railroad St. P.O. Box 3138 City of Industry, Calif. .7.. f SJ,tc.t,fe,4ç 964.0014 SHP-ZT _L OF (- JOSNO f4 DATE ~my £Ut 7L 'yIC. c4 L.. 't 44rr, (7.(c!c c0.6 F'*.Ar. £c q5rG5, a ov'1 / Wsft5 COwCIC4Pr tr e Oslo 4g 19f. f5L44 ,4Jriy 44-6' cS#4'o Ho,i-r~z,L 6r rL '?-- s-:i I irA- I/4 fry (C4v1 M'It cc44JL41 -aw i ... v-n) l3it'S3 s17 - - - - -5I2 rL (/4_ 5z-L5 01 7V/Lz :54'4J6 yL' iWZ ,g. oiv r*1zV yzç /7 -('I. Sell ca ) cuIf'ioy.c .9-1 51 Ocey) S+ Ca Y- I's- 0 d ) G@ . i'locy Locj FnIsv -ctLlp bd,: Li-. .. DeQk, L-od I.S Fro mjr.: Yd-. 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Cone+Ovf D iQ/._-5 /• t1lCr)e, :o(-(- GEOTECHN ICAL INVESTIGATION BELL RESIDENCE . 2751 OCEAN STREET CARLSBAD, CALIFORNIA PREPARED FOR: Mr. Frank Bell 2751 Ocean Street. Carlsbad, California 92008 PREPARED BY: Southern California Soil & Testing, Inc. Post Office Box 20627 6280 Riverdale Street San Diego, California 92120 4; SDUTHERN CALIFORNIA SOIL AND TESTING. INC. 6200 RIVEROALE ST. SAN DIEGO, CALIF. 92120 • TELE 2804321 • P.O. BOX 20627 SAN DIEGO. CALIF. 92120 670 ENTERPRISE ST. ESCDNDIDD, CALIF. 92025 • T E L E 746-4544 May 20, 1986 Mr. Frank Bell SCS&T 8621057 2751 Ocean Street Report No. 1-R Carlsbad, California 92008 SUBJECT: Geotechnical Investigation, Bell Residence, 2751 Ocean Street, Carlsbad, California. Dear Mr. Bell: In accordance with your request we have prepared a geotechnical investigation for the subject project. PROJECT DESCRIPTION It is our understanding that the site will be developed to receive a two- story over basement residential structure of wood-frame construction. Shallow foundations and conventional slab-on-grade floor systems are anticipated. Grading will be minor and for drainage purposes. SITE DESCRIPTION The project site is a rectangular shaped lot, approximately 50 feet wide by 140 feet deep, that is locatedadjacent to and west of Ocean Street in the City of Carlsbad. The site is bounded on the south by a motel complex, on the north by residential property, and on the west by the Pacific Ocean. SOUTHERN CALIFORNIA SOIL AND TESTING. INC. SCS&T 8621057 May 20, 1986 Page 2 The lot currently supports a single-family residence and associated landscaping vegetation. The site slopes moderately to the west with elevations ranging from seal level on the western portion fo the site to approximately 45 feet along Ocean Street. The site configuration, logs of our test pits and results of our laboratory tests are presented on the attached Plates 1 through 5. COASTAL BLUFF GEOLOGY Based on the results of our investigation and our experience in the area, the following items are presented. The items are numbered to correspond with the applicable points mentioned in Section 1 (Geologic Stability of Blufftop Development) of the California Coastal Commission Interpretive Guideline dated December 16, 1981. CLIFF.GEOMETRY AND SITE TOPOGRAPHY: The site topography-consists of several terrace levels. The westernmost and lowest portion.of the site consists of the existing beach which becomes inundated during the daily high tides. A layer of riprap, approximately eight feet high, has been placed near the tide line and another terrace has been created east of the riprap. Several other terrace levels, separated by- slopes ranging in height from five to ten feet, form the remainder of the site. The uppermost level is approximately 20 feet wide and is at the same elevation as Ocean Street. CLIFF EROSION: We have reviewed available topographic maps in order to assess the amount of historic cliff erosion at the site. Our review of these materials Indicates that the amount of historic sea cliff retreat has not been large enough to be accurately determined using the available reference materials. It should be noted that sea cliff erosion in the coastal areas of San Diego County is generally episodic and that years or decades of little or no erosion followed by a relatively short period of rapid erosion may occur. Riprap has been placed on the western edge of the site, creating a protected slope which is approximately eight feet in height. SCS&T 8621057 May 20, 1986 Page 3 GEOLOGIC CONDITIONS: The subject site is located in the Coastal Plains Physiographic Province of San Diego County and is underlain by Quaternary-aged terrace deposits, beach deposits and fill. The eastern portion of the site is underlain by terrace deposits consisting of reddish brown, loose to medium dense, slightly silty, poorly graded sands. The soils encountered in the central portion of the site consist of sandy topsoils underlain by friable beach sands. These friable sands consist of moist, medium dense, light brown to grey sands to depths in excess of ten feet below existing grade. The fill present at the site consists of friable beach sands used to create the terrace behind the riprap and minor fill associated with the existing structure and terraces. LANDSLIDING: No evidence of landsilding was observed at the site and no landsliding problems are anticipated either during or after the construction of the proposed.pröject.: IMPACT OF CONSTRUCTION ACTIVITY: The amount of grading anticipated , for the project is minor; therefore the impact of construction activity on the stability of the site is likewise considered to be minor. GROUNDWATER AND SURFACE WATER CONDITIONS: No groundwater table or seepage was observed during our exploration. However, the sea water during high tide was observed to rise to approximately eight feet below the existing grade of the western portion of the site. Thus, infiltration of sea water may occur on the western portion of the site during the daily rise and fall of the tides. ERODIBILITY: The terrace deposits on the easterly portion of the site are fairly easily eroded and the friable beach sands on the western and central portion of the site are very susceptible to erosion. However, construction, existing riprap, typical landscaping and drainage controls should protect the site from erosion due to precipitation and normal pedestrian traffic. SCS&T 8621057 May 20, 1986 Page 4 MARINE EROSION: Marine erosion has previously occurred on the westerly portion of the site and mitigating measures have been used at the subject site. The small beach bluff has been extended westward with riprap and imported fill. This type of protection appears to be a successful, acceptable method to retard marine erosion within this community and at the subject site. SEISMIC FORCES: The site is considered average with respect to similar sites in northwestern San Diego County regarding expected ground accelerations from seismic activity. The maximum bedrock accelerations that would be attributed to a maximum credible earthquake or a maximum probable earthquake occurring along the nearest portion of selected fault zones that could affect the site are summarized in the following table. Design acceleration is commonly considered to be only two-thirds of the maximum acceleration. TABLE Fault Zone Rose Canyon Coronado Banks Elsinore San Jacinto Distance to ., Subject Site 5 20 25 48 (Miles) Maximum Credible Earthquake 6.5 6.5 7.5. 7.8 (Richter Magnitude) Maximum Bedrock Acceleration 0.46 g 0.16 g 0.22 g 0.13 g from MCE Maximum Probable Earthquake 6.0 6.0 7.3 7.5 (Richter Magnitude) Maximum Bedrock Acceleration 0.38 g 0.13 g 0.20 g 0.11 g from MPE SCS&T 8621057 May 20, 1986 Page 5 Probable groundshaking levels at the site could range from slight to moderate depending on such factors as the magnitude of the seismic event and the distance to the epicenter. It Is likely that the site will experience the effects of at least one earthquake during the life of the proposed structure but groundshaking levels are expected to be relatively low. Major seismic events are likely to be limited to the Elsinore or San Jacinto Fault Zones. Earthquakes on the Rose Canyon or Coronado Banks Fault Zones are expected to be relatively minor. Construction in accordance with the minimum standards of the Uniform Building Code and other applicable codes should minimize potential structural damage resulting from seismic activity. 10) OTHER FACTORS: The effect of other factors such as foot traffic or construction on adjacent property should be considered to be negligible. CONCLUSIONS AND RECOMMENDATIONS GENERAL . . ... No geotechnical conditions were encountered which will preclude site development as presently proposed. The site Is underlain less than one foot compressible topsoils and moderately compressible terrace deposits. This condition will require special grading and foundation consideration as described herein. SITE PREPARATION Site preparation should consist of the removal of existing loose topsoils. Soils underlying areas to receive settlement-sensitive improvements (exterior slabs and driveways Included) should be removed to a depth of three feet below finish grade. Removal operations should extend to at least five feet away from the perimeter of the improvements or to property line, whichever is less. The bottom of the excavation should be scarified to a depth of 12 inches, watered thoroughly and recompacted to at least 90 SCS&T 8621057 May 20., 1986 Page 6 percent as determined in accordance with ASTM D-1557-78, Method A or C. The removed soil should then be replaced in thin compacted layers. DRAINAGE: The site should be graded and maintained such that surface drainage is directed away from the structures and the top of slopes into swales or other controlled drainage devices. EARTHWORK: All earthwork and grading contemplated for site preparation should be accomplished in accordance with the attached Recommended Grading Specifications and Special Provisions. All special site preparation recommendations 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 asphalt pavements should be compacted to minimum of 90% of tts,maximum dry density. The maximum dry :. :density of each soil type should be. determined in 'äcordance.with ASST.M. Test Method D-1557-78, Method A or C. FOUNDATIONS GENERAL: Shallow foundations may be utilized for the support of the proposed structure. The footings should have a minimum depth of 18 inches. A minimum wjdthoLI2_1nches ancL24_4nches—ts.rcornended for continuous and isolated footings, respectively. A bearing capacity of 1000 psf may be assumed for said footings. This bearing capacity may be increased by one-third when considering wind and/or seismic forces. Footings located adjacent or within slopes should be extended to a depth such that a six foot setback exists between the footing and the face of the slope. REINFORCEMENT: Both exterior and interior continuous footings should be reinforced with) 04_bat's positioned near the bottom of the footing and two #4 bar near the top of the footing. This reinforcement is based on soil characteristics and is not intended to- be in lieu of reinforcement necessary to satisfy structural considerations. SCS&T 8621057 May 20, 1986 Page 7 CONCRETE SLABS-ON-GRADE': Concrete slabs-on-grade should have a minimum actual thickness of four inches. The slab should be reinforced with No. 3 reinforcing bars placed ._j4 JEt way, extending 12 inches into the footings. Where moisture sensitive floor coverings are should be placed on top of the sand layer. A two-inch-thick layer of clean sand should be placed over the visqueen to allow for proper concrete curing. EARTH RETAINING STRUCTURES PASSIVE PRESSURE: The passive pressure for the prevailing soil conditions may be considered to be 400 pounds per square foot per foot of depth up to a maximum pressure of 2500 psj This pressure may be increased one-third for seismic loading. The coefficient of friction for concrete to soil may be assumed to be0.43 for the resistance to lateral movement. When combining frictional and passive resistance the latter should be reduced -. by one-third. ' ACTIVE PRESSURE: The active soil pressure for the design of earth restrained structures with level .backf-iIls may be assumed to be equivalent to the pressure of a fluid weighing 37 pounds per cubic for unrestrained walls. This value does not consider any surcharge loading. All earth retaining structures should have adequate weep holes or a subdrain system to prevent the build-up of hydrostatic pressure behind the wall. BACKFILL: All backfill soils should be compacted to at least 90% relative compaction. Expansive or clayey soils should not be used for backfill material, the wall should not be backfilled until the masonry has reached an adequate strength. FACTOR OF SAFETY: The above values, with the exception of concrete to soils friction coefficient do not include a factor of safety. Appropriate factors of safety should be incorporated Into the design to prevent the walls from overturning and sliding. SCS&T 8621057 May 20, 1986 Page 8 FOUNDATION AND GRADING PLAN REVIEW The foundation and grading plans should be submitted to this office for review by the soils engineer. LIMITATIONS The recommendations and opinions expressed in this report reflect our best estimate of the project requirements based on an evaluation of the subsurface soil conditions encountered at the subsurface exploration locations and the assumption that the soil conditions do not deviate. appreciably from those encountered. It should be recognized that the performance of the foundations and/or cut and fill slopes may be influenced by undisclosed or unforeseen variations in the soil conditions that may occur in the intermediate and unexplored areas. Any unusual conditions not covered in this report that may be encountered during construction should be brought to the attention of the soils engineer so that he may make modifications if necessary. In addition, this office should be advised of any changes in the project scope...or pi-oposedsite grading so that-it may be determined if the recommendations contained herein are appropriate. This should be verified in writing or modified by a written addendum. If you have any questions regarding this report please contact our office. Respectfully submitted, SOU ERN C FO IA & TESTING,, INC. V .. D . &—* R Daniel B. Adler, R.C.E. #36037 Curtis R. Burdett, C.E.G. #1090 DBA:CRB :mw cc: (4) Submitted (1) SCS&T, Escondido SCHOOL FEE COMPLIANCE CERTIFICATION (Government Code Section 53080(b)) 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 School District and returned to the Building Department of the City of Carlsbad. PROJECT INFORMATION (To be completed by the applicant) Project Address: .2 257 Project Applicant: Y Project Type: Residential/No, of Dwellings Commercial Industrial Phased Project: _Yes VNo. No. Building Permits are for entire project Square feet of covered or-enclosed space ________________________ Plan check or Building Permit No Pt Official checking form Date INFORMATION VERIFICANON (To b completed by tiQproject applicant) ,11 /?LI / I / j, J1 , declare under penalty of perjury under th Laws the State of California that I am the project applicant for the project liste above and that the foreg ormation is true and corr Executed this jç' day o= , 198, at ___________ California. 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 exempt from Government Code 53080. Final Map approval and construction started before September 1, 1986. (other school fees paid) Other School District Official: SIGNATURE \O(\\\ cxc NAME (PRINT) TITE DATE - PHONE NO. .I_D 1 ( - BUILDING• ,) ELM AVENUE TELEPHONE ARLSBAD, CA 92008-1969 (619) 434-2882 Qlitg of (1tarttia FINANCE DEPARTMENT March 15, 1988 TO: COMMUNITY DEVEOPMENT DIRECTOR FROM: FINANCE DIRECTOR - SUBJECT: CERTIFICATION OF FEE PAYMENT / The following following property owner has paid in full the Public Facilities Fee and requested removal of the recorded agreement from the chain o itle. Property Owner --.Frank Bell - PC# —86-415 -75/ £92e,4j 51 INVOICE 807 INVOICE ANT. $2,485.12 RECEIPT 76042 1/28/88 A RECORDING FEE $9.00 5/ \/(/V ELL '.' .IJANs F. IOTT Finnce Director BUILDING Page: 2 NO. PROJECT PC. NO. DATE NAME & ADDRESS UNITS ZONE VALUATION STAT S 7% 86-415 1-16-87 1 1 248,512 U es Carlsbad, 92008 86-493 7-10-87 MARK WITHERALL 2927 Segovia Way 1 6 262,199 ? Carlsbad, CA 92009 86-564 3-18-87 DONALDSON 1 1 119,926 U 175 Mc CaUley In. Carlsbad, CA 92008 86-595 1 1 79,769 F Carlsbad, CA 92008 3J PI 757 2 4Y 86-614 3-5-87 1 1 478,526 F 2t 86-520 3-20-87 RICHARD GREEN 1 6 235,971 3125 Avenida Otmeda Carlsbad, CA 92009 Q3d'9 7?ell .86-521 6-2-87 ALL DEV. BabiLania St. 1 6 345,897 F a".ro 9 CA 92009 -D-t73 86-570 3-31 1 1 198,268 CarLsbad, CA 92008 F = FINALED U = UNDER CONSTRUCTION