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Home My WebLink About2450 LA COSTA AVE; ; 86-508; PermitI hereby affirm that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. I hereby affirm that I am exempt from the Contrac tsr's License law lxi the following reason (Sec. 7031.5 Business and Professions Code: Any city or county which re- quires a permit 10 construct, alter, improve, demolish, or repair any structure, prior toils issuance also requires the ap- plicant 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 Section 7000 01 Division 301 the Business and Professions Code) or that is ex- empt therefrom and the basis for the alleged evemplion. Any violation of Section 7031.5 by an applicovl for a permit sub-jects the applicant to a Civil penalty of not more than live hoo- dred dollars ($500). I I, as owner of the property. or my employees with wages as their sole compeosalioo, will do the work, and the struc- ture is not intended or offered br sale (Sec. 7044. Business and Professions Code: The Contractor's License law does I 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 intend- 6 or offered for sale, if, however, the building or improve-men I is sold within one year 01 completion, the owner-builder will have the burden of proving that he did not build or im-prove for the purpose of sale). J'J-4-,-wn-nnnrex_.df the property, am exclusively contracting with licensed contractors to construct the project Sec. 7044. Business and Professions Code: The Contractor's license Law does not apply loan owner of property who builds or im- proves thereon, and who contracts for each projects with a I contractor(s) license pursuant to the Contractor's Liceose Law). As a homeowner I am improving my home, and the follow- ing conditions exist: • ' t\ The work is being performed prior to sale. I have lived in my home br twelve months prior to completion of this work. I have not claimed this exemption during the $ last three years. lam exempt under Sec. ' - B & P.C. 1 for this reason O "I hereby a11irm4)rut I havea certificate of consent to sell-insure. or certilTcate of Workers' Compensation In... saravce. or certilied copy thereof (Sec. 3800, Labor Code) I POLICY NO. '. COMPANY O Copy is riled with the City O Certified copy is hereby' furnished CERTIFICATE OF EXEMPTION FROM WORKERS' COMPENSATION INSURANCE (This section need not be completed it the permit is ye hundred dollars 101001 or less) 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' Cxmpen. sation Laws or California, NOTICE TO APPLICANT If, after'makivg this Certificate' or Exemption, you should become Subject to the Wnrkers' Compensation provisiop's of the Labor Code, you inivst forthwith comply with Such provisions or this permit Shall' be deemed revoked. - El I hereby affirm that there is a construction lending agency for the performance of the work for which this per. mit is issued (Sec. 3097, Civil Code) Lender's Name Lender's Address_____________________________________ uJ 0 Z U' USE ALL POINT PEN 'ONLY & PRESS HARD APPLICANT TO FILL IN INFORMATION WITHIN SHADED AREA AND DECLARATIONS. "CARLSBAD BUILDING DEPARTMENT APPLICATION & PERMIT 2075 Las Palmas Dr., Carlsbad, CA 92009-4859 (619) 438-1161 JOB ADDRESS jr ' N ',v . AV, ST. RD. NEAREST CROSS ST. DATE OI APP CATION BUSINESS LICENSE It VALUATION PERMIT NUMBER 24i CONTRACTOR ACTOR ,COT BLOCK [SUBDIVISION J ASS;O,PA7r /3 ' I CONTRACTORSPHONEd Z 527/' ZONE "OWNER'S NA'E,E : ' ' CONTRACTOR'S ADDRESS OWNER'S PHONE STATE LICENSE NO. BUILDING SO. FOOTAGE OWNERS MAILING ADDRESS - DESIGNER /'ogo x , ' DESIGNER'S PHONE C. Tht L/'// i/42.92o/ DESCRIPTION OF WORK DESIGNER'S ADDRESS STATE LICENSE NO. .5' F/P FLR ELEV. I I NO OCCGP EDU UU26 UUi ii/i4 /6F-RT 526U ND -i I E3 / PARKING SPACE I RES UNITS I GRADING PERMIT ISSUED I REDEVELOPMENT ( TYPE 0 CC LOAD FIRE IRE SPR I AREA Co,CJ YO N 0 ' D NX I N Not Valid Unless Machine Certified - QTY. PLUMBING PERMIT - ISSUE 7 S:'.9_,. QTY. MECHANICAL PERMIT- ISSUE 3. o:p.... SUMMARY/ACCOUNT NUMBER 29, EACH FIXTURE TRAP), , 1717 INSTALL FURN. OUCTS UP TO 100,000 BTU BUILDING PERMIT 001-810-00-00-8220 EACH Bu'ILU"irG SEWER ' _ OVER 100,000 BTU SIGN PERMIT 00)'8)0-00-00-8221 / EACH VATER'HEATER.AP'.O/OR VENT BOILER/COMPRESSOR UP TO 3 HP , PLAN CHECK 001-810-00-00-8821 . EACH GAS SYSTEM I TO 4 OUTLETS ' BOILER/COMPRESSOR 3.15 HP , TOTAL PLUMBING • 001-810-00'00-8222 EACH GAS SYSTEM 50R MORE METAL FIREPLACE , .' ' ELECTRICAL 001-810-00-00-8223 EACH INSTAL., ALTER, REPAIR WATER PIPE - , VENT FAN SINGLE DUCT MECHANICAL .. 001-810'00-00-8224 EACH VACUUM BREA'KER ' MECH EXHAUST - HOOD/DUCTS MOBILEHOME 001-810-00-00-8225 • WATER SOFTNER 1'- . RELOCATION OF CA FURNACE/HEATER " . SOLAR 001-810-00'00-8226 EACH'ROF:ORAIN (INSID6)"1Z, DRYER VENT 'STRONG MOTION 880-519-92-33 TOTAL MECHANICAL . I FIRE SPRINKLERS 001-810-00-00-8227 - TOTAL PLUMBING PUBLIC FACILITIES FEE/i/ñ320-810'0O'OO-8740 BRIDGE FEE - 360-810-00-00-8740 QTY. ELECTRICAL PERMIT - ISSUE ' QTY. MOBILE HOME SETUP . - PARK-IN-LIEU (AREA /. NEW CONST CA AMP/SWT!NKR 0 CAR PORT . TIF 134-810-00-00-8835 PH - 3 PH . AWNING , , LA COSTA TIF 133-810-00-00-8835 - EXIST BLDG EA AMP/SWT/BKR . GARAGE - FMF I PH 3 PH ' . . LICENSE TAX , '- 001-810-00-00-8162 — — EMQOEL.'ALTI PER CIRCUIT MFLEARED9.9257 /o - TEMPPOIE 200 AMPS ' ' ' - OVER 200 AMPS TEMP OCCUPANCY (30 DAYS) NUV 1. 2 ' TOTAL ELECTRICAL - ç-ç -- TOTAl. CREDIT DEPOSIT ARA - 7 I ~Fkl L PcU4tJC 9' HAVE CAREFUL~Y EXAMINED THECOMPLETED "APPLICATION AND PERMIT" AND Do HEREBY Expiration. Every permit issued by the Building Official unclerthe provisions of this AN OSHA PERMIT IS REQUIRED FOR EXCAVATIONS OVER Code shall expire by limitation and become null and void If the buThdilng C- work CERTIFY UNDER PENALTY OF PERJURY THAT ALL INFORMATION HEREON INCLUDING THE 50" I authorized by such permit is not commenced within 180 days from the dale of such DEEP AND DEMOLITION OR CONSTRUCTION OF DECLARATIONS ARE TRUE AND CORRECT AND I FURTHER CERTIFY AND AGREE IF A PERMIT IS permit, or if the building or work authorized by such permit is suspended or STRUCTURES OVER 3 STORIES IN HEIGHT ISSUED: TO COMPLY WITH ALL CITY, COUNTY AND STATE LAWS GOVERNING BUILDING CON I abandoned al any time after the work is commenced for a perio.-of 180 days - 51'RUCTION, WHETHER SPECIFIED HEREIN OR NOT. I ALSO AGREE TO SAVE INDEMNIFY AND T'S SIGNATUR .....- KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS, COSTS AND OWNER V CONTRACTOR APPROVED BY ' DATE AA) EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE BY PHONE 0 Ja /0 GRANTING OF THIS PERMIT. 41—/ , / 1 FIELD INSPECTION RECORD REQUIRED SPECIAL TIE INSPECTION IF CHECKED INSPECTIONS REO. INSPECTOR'S DATE C!4 ot SOILS COMPLIANCE PRIOR TO FOUNDATION INSP 1A 0 A ' TRUCTURAL CONCRETE S OVER 2000 PSI FEV'iED PRESTRESSED CONCRETE POST TENSIONED CONCRETE .. \ - FIELD WELDING' ' HIGH STRENGTH DOLTS - SPECIAL MASONIV PILES CAISSONS .5.. -. -- 5.'. __'5• -. -- -. _, - -.5.--' ,: . - TYPE . DATE INSPECTOR BUILDING FOUNDATION fr L 441? REINFORCED STEEL MASONRY GUNITE OR GROUT SUB FRAME ES, FLOOR CEILING SHEATHING LO ROOF ilj SMEAR FRAME - EXTERIOR LATH frct'Il , J4 INSULATION INTERIOR LATH & DRYWALL PLUMBING S El SEWER AND BL/CO El FL/CO UNDERGROUND 0 WASTE ç WATER TOP OUT -WASTE WATER TUBAND SHOWER PAN GAS TEST 0 WATER HEATER 0 SOLAR WATER ELECTRICAL 0 ELECTRIC UNDERGROUND JE'UPFER \)\\ ROUGH ELECTRIC 0 ELECTRIC SERVICE 0 TEMPbRAR' 0 BONDING 0 POOL MECHANICAL 0 DUCT & PLEM., 0 REF. PIPING. HEAT - AIR COND. SYSTEMS VENTILATING SYSTEMS (.ALL FOR-FINAL INSPECTION WHENALL APPROPRIATE ITEM.S ARfltI HAVE RFFtsJ APPR()VFfl FINAL PLUMBING ELECTRICAL MECHANICAL GAS BUILDING it, 0f SPECIAL CONDITIONS \,P 0 I hereby affirm that I am licensed under I provisions of Chapter 9 (commencing with I Section 7000) of Division 3 of the Business and Professions Code, and my license is In full force and effect. I hereby affirm that I am exempt from the Contrac- tor's License Law for the following reason (Sec. 7031.5 Business and Pretensions Cede: Any city or county which re- quires a permit to construct, alter, improve, demolish, or I repair any structure, prior to its issuance also requires the ap- plicant for such permit to tile a signed statement that he is licensed pursuant to the provisions of the Contractors License law (Chapter 9 commencing with Section 7000 of Division 301 the Business and Professions Code) or that is ex- empt therefrom and the basis for the alleged exemption. Any I violation of Section 7031.5 by an applicant for a permit sub- jects the applicant to a civil penalty of not more than live hun- dred dollars ($500). I I, as owner 01 the property. or my employees with wages as their note compensation, will do the work, and the struc' tore is not intended or offered for sate (Sec.-7044, Business I and Professions Code: The Contractor's License Law dues 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 intend-ed or offered for sale. It, however, the building or imprnve ment is sold within one year 01 completion, the owner-builder I will have the burden of proving that he did not build or im- prove for the purpose of sale). I 11 I. as owner 01 the property, am eoctusivefy contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractor's license I Law does not apply to an owner of property who builds orim- proves thereon, and who contracts for each projects with a contractor(s) license pursuant to the Contractor's License Law)., I I O As a homeowner I am improving my home, and the follow' ing conditions exist: The work is being performed prior to sale. - I have lived in my home for twelve months I prior to completion of this work. - - I have not claimed this exemption during the - last three years. , I lam exempt under Sec. .8 & P.C. for this reason I hereby affirm that I have a certificate 01 consent to selt'insure. or a certificate or Workers' Compensation In. surance. or a certified copy thereof (Se c. 3800. Labor Code) POLICY NO. ' COMPANY El Copy is'liled with the City I 0 Certified copy is hereby furnished CERTIFICATE OF EXEMPTION FROM WORKERS' COMPENSATION INSURANCE (This section need not be completed if the permit is for one hundred dollars 101001 or less) I o1 certify, that in the pertormance of the work for which I this permit is issued. I shall nor employ any person in any manner so auto become subject to the Workers' Compen. satins Laws of California. NOTICE TO APPLICANT: If, after making this Certificate of Exemption, you should become subject 10 the Workers' I Compensation provisions Or the Labor' Code, you must forthwith comply with such provisions or this permit shall be deemed revoked, O I hereby affirm that there is a construction lending agency for the performance of the work for which this per- mit is issued (Sec. 3097, Civil Code) . Lender's Name ' Lender's Address I USE BALL POINT PEN ONLY & PRESS HARD APPLICANT TO FILL IN INFORMATION WITHIN SHADED AREA AND DECLARATIONS. -, CARLSBAD BUILDING DEPARTMENT 2075, Las Palmas Dr., Carlsbad, CA 92009-4859 (619) 438-1161 APPLICATION & PERMIT - . , JOB ADDRESS ' ., AV, ST,RD, NEAREST CROSS ST. DATE OF APPLICATION BUSINESS LICENSE A VALUATION PERMIT NUMBER 'L COn4 Z45 If LOT I BLOCK J SUBDIVISION ASSESSOR PARCEL NO. CONTRACTOR .. S,".. CONTRACTORS PHONE 0 ~~gjl ZONE OWNER'S NAME I - OWNER'S PHONE BUILDING SO. FOOTAGE CONTRACTOR'S ADDRESS STATE LICENSE NO. ER'S MAILING ADDRESS L.-DESIONER kDECSCRIPTION /—L,72 , DES ONER'S PHONE OF WORK 0025 05/08 0101 02B1dPmt 15.0 DESIGNER'S ADDRESS STATE LICENSE NO. OiL) F/P F LR ELEV. 00 ?yp'7/ I NO OCCGP j EDU I STORIES I No I I PARKING SPACE RES UNITS GRADING PERMIT ISSUED I REDEVELOPMENT I I TYPE 0CC LOAD ( FIRE SPR AREA I IC0N5T I - J ' a 0 N 0 YO NO Y O NO Not Valid Unless Machine Certified b QTY. - PLUMBING PERMIT- ISSUE Q, MECHANICAL PERMIT- ISSUE - SUMMARY/ACCOUNT NUMBER EACH FIXTURE TRAP . INSTALL FURN. DUCTS UP TO 100.000 BTU , BUILDING PERMIT 001-810-00-00-8220 EACH BUILDING SEWER ' OVER t00,000 BTU , SIGN PERMIT 001-810-00-00-8221 EACH WATER HEATER AND/OR VENT , ' BOILER/COMPRESSOR UP TO 3 HP PLAN CHECK 001-810-00-00-8821 EACH GAS SYSTEM 1 104 OUTLETS - BOILER/COMPRESSOR 3.15 HP , TOTAL PLUMBING 001-810-00-00'8222 EACH GAS SYSTEM S OR MORE , METAL FIREPLACE . ELECTRICAL 001'810-00-00-8223 EACH INSTAL., ALTER, REPAIR WATER PIPE . VENT FAN SINGLE DUCT ' MECHANICAL 001-810-00-00-8224 EACH VACUUM BREAKER , MECH EXHAUST - H000IOUCTS - MOBILEI-I0ME 001-810'00-00-8225 WATER SOFTNER' ' RELOCATION OF EAFURNACE/HEATER . SOLAR ' - 001'810-00-00-8226 EACH ROOF DRAIN (INSIDE) , DRYER VENT ' 'STRONG MOTION 880-519-92-33 TOTAL MECHANICAL ' - I . FIRE SPRINKLERS 001-810-00-00-8227 TOTAL PLUMBING I . PUBLIC FACILITIES FEE 320-810-00-00-8740 ° BRIDGE FEE 360-810-00-00-8740 QTY. ELECTRICAL PERMIT - ISSUE QTY. MOBILE HOME SETUP PARK-IN-LIEU (AREA NEW CONST EA AMP/SWT1BKR - CAR PORT - TIF 134-810-00-00-8835 1 PH 3 PH . AWNING - LA COSTA TIF 133-810-00-00-8835 EXIST BLDG EA AMP/SWT/BKR GARAGE ' . FMF I PH 3 PH ' ' , LICENSE TAX 001-810-00-00-8162 REMOOEL.'ALTLR PER CIRCUIT - ' . MFF 880-519-92-57 TEMPPOLE 200AMPS OVER 200 AMPS TEMP OCCUPANCY (30 DAYS) CREDIT DEPOSIT TOTAL- ELECTRICAL - TOTAL , , TOTAL FEES PAYABLE j 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 PERMIT IS REQUIRED FOR EXCAVATIONS OVER Code shall expire by limitation and become null and void If the building or work CERTIFY UNDER PENALTY OF PERJURY THAT ALL INFORMATION HEREON INCLUDING THE authorized by such permit is not commenced within 180 days from the date of such 50" DEEP AND DEMOLITION OR CONSTRUCTION OF DECLARATIONS ARE TRUE AND CORRECT AND I FURTHER CERTIFY AND AGREE IF A PERMIT IS permil, or if the building or work authorized by such permit is suspended or STRUCTURES OVER 3 STORIES IN HEIGHT ISSUED: TO COMPLY WITH ALL CITY. COUNTY AND STATE LAWS GOVERNING BUILDING CON- abandoned at any time alter the work STRUCTION, WHETHER SPECIFIED HEREIN OR NOT. I ALSO AGREE TO SAVE INDEMNIFY AND APPLICANT'S SI ATURE EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE is commenced for a period of 180 dave OWNER 0 CONTRACTOR 0 APPROVED BY -,,: KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS. COSTS AND DAW BY PHONE - GRANTING OF THIS PERMIT, 7; TYPE DATE INSPECTOR BUILDING FOUNDATION REINFORCED STEEL MASONRY GUNITE OR GROUT SUB FRAME LI FLOOR LI CEILING SHEATHING 0 ROOF LI SEAR FRAME EXTERIOR LATH INSULATION INTERIOR LATH & DRYWALL PLUMBING LI SEWER AND BL/CO LIPL/CO UNDERGROUND DWASTE 11 WATER TOP OUT 0 WASTE LI VATER TUB AND SHOWER PAN GAS TEST LI WATER HEATER LI SOLAR WATER V ELECTRICAL LI ELECTRIC UNDERGROUND ci UFFER ROUGH ELECTRIC LI ELECTRIC SERVICE LI TEMPORARY LI BONDING 0 POOL MECHANICAL LI DUCT & PLEM., LI REF. PIPiNG HEAT - AIR COND. SYSTEMS VENTILATING SYSTEMS V... CALL FOR FINAL INSPECTION WHEN ALL APPROPRIATE ITEMS ABOVE HAVE BEEN APPROVED. FINAL PLUMBING 1 ELECTRICAL MECHANICAL GAS BUILDING SPECIAL CONDITIONS FIELD INSPECTION RECORD REQUIRED SPECIAL INSPECTIONS INSPECTORS NOTES INSPECTION REO. IF CHECKED INSPECTOR DATEAPPROVAL SOILS COMPLIANCE PRIOR TO FOUNDATION INSP STRUCTURAL CONCRETE OVER 2000 PSI PRESTRESSED CONCRETE POST TENSIONED CONCRETE FIELD WELDING HIGH STIENGT-I .., BOLTS SPECIAL MASONRY PILES CAISSONS 'V It S FINAL BUILDING INSPECTION PLAN CHECK NUMBER: .86-508 DATE: 10-6-87 PROJECT NAME: ADDRESS: 2450 La Costa PROJECT NO.: _________________ UNIT NUMBER: _________________ PHASE NO.: I Or 4F0 TYPE OF UNIT: I NUMBER OF UNITS: __ 1 ( Toth.' CONTACT PERSON:_____________________________________________________________ CONTACT TELEPHONE: 481-4100 all dept INSPECTED jo DATE BY:- 0 INSPECTED: /O-7 7 APPROVED ______ DISAPPROVED DATE -. BY: ,INSPECTED * INSPECTED: 10 APPROVED _____ DISAPPROVED INSPECTED S . DATE ' BY: INSPECTED: ___________ APPROVED ______ DISAPPROVED 'P /CO1MENTS: G 4c&)cJ -G1- ia r II,. .. , • - I - 4/ S • S - , 4 •' $ 4- -,.-.. / Rev. 1/86 ,WHITE: Susrense BLUE: Water District GA Fl:Engineeg CANARY: Utilities PINK: Planning GOLD: Fire S S - . - . • I ~'&dioloq TOW - FINAL BUILDING INSPECTION - PLAN CHECK NUMBER: ________________________________________ DATE: PROJECT NAME: • 2450 La Costa Ave. ADDRESS: PROJECT NO.: _________________ UNIT NUMBER: _________________ PHASE NO.: sfd I TYPE OF UNIT: : NUMBER OF UNITS: Geza Toth CONTACT PERSON: 481-4100 CONTACT TELEPHONE: all dept INSPECTE DATE APPROVED INSPECTED: DISAPPROVED INSPECTED DATE BY: INSPECTED: APPROVED DISAPPROVED 1 INSPECTED . DATE BY _______________________ 4INSPECTED: APPROVED ______ DISAPPROVED COMMENTS: I Rev. 1186 WHITE: Suspense BLUE: Water Distric~~Engini ANARY: Utilities PINK: Planning GOLD: Fire STRUCTURAL TRUSS, INC. 523 50. CLEVELAND ST. OCEANSIDE, CA 92054 MARCH 20,1987 TO: GEZA n TROTH: I HAVE INSPECTED THE ROOF TRUSSES AT 2450 LA COSTA' AVE., CARLSBAD, CA. 92008 AND FOUND, THE TRUSSES TO BE SATISFACTORY. THEY ARE NOW PROPERLY BRACED AND ALIGNED TO OUR SATISFACTION. STRUCTURAL TR S..7INC. ALLA.LA MANN PRESIDENT , 2O\91 •\ 0jE.t. FINAL BUILDING INSPECTION PLAN CHECK NUMBER: 86-508& 407 PROJECT NAME: ADDRESS: 2450 La Costa Ave. PROJECT NO.: __________________ UNIT NUMBER: TYPE OF UNIT: sfd CONTACT PERSON: (Z3 Toth 481-4100 CONTACT TELEPHONE:______________________ all dept DATE: 11-12-87 ________________ PHASE NO.: 4 'Q NOV 198 Ufi ITiF's MAINTENANCE DFPARTMENT NUMBER OF UNITS: / INSPECTED DATE 11 INSPECTED: APPROVED DISAPPROVED INSPECTED DATE BY: ________________________ INSPECTED: ____________ APPROVED ______ DISAPPROVED 'INSPECTED DATE BY: ________________________ INSPECTED: ____________ APPROVED ______ DISAPPROVED COMMENTS: / S ' Z. Rev. 1/86 WHITE: Suspense BLUE: Water District GREEN: Engineeri RY: Utilities PiN: Planning GOLD: Fire FINAL BUILDING INSPECTION PLAN CHECK NUMBER: 86-508 DATE: 10-6-87 PROJECT NAME: ADDRESS: 2450 La Costa S PROJECT NO.: UNIT NUMBER: PHASE NO.: SFD 1 TYPE OF UNIT: NUMBER OF UNITS: CONTACT PERSON: Toth CONTACT TELEPHONE: 4814100 all dept / INSPECTED DATE .. BY: INSPECTEP:OCT 0 7 1987 APPROVED ______ DISAPPROVED INSPECTED DATE BY: INSPECTED: APPROVED DISAPPROVED INSPECTED DATE BY: INSPECTED: ___________ APPROVED DISAPPROVED .b 1% Costa Real MunIcipal Water Uistrlc$ . COMMENTS: Engineering Department (i 9) 46-367 - S - • - I Rev. 1186 WHITE: Engineering CANARY: Utilities PINK: Planning GOLD: Fire FINAL BUILDING INSPECTION PLAN CHECK NUMBER: 86-308 DATE: I0687 PROJECT NAME: -. 2450 La Co.ta ADDRESS: PROJECT NO.: UNIT NUMBER__________________ PHASE NO.: TYPE OF UNIT: '- NUMBER OF UNITS: CONTACT PERSON: . Toth. 48t4i0O CONTACT TELEPHONE:_____________________________________________________________________ all dept . INSPECTED DATE BY: INSPECTED: . APPROVED ______ DISAPPROVED S . . INSPECTED DATE BY: - INSPECTED: ___________ APPROVED ______ DISAPPROVED • INSPECTED - . DATE; . BY: INSPECTED: APPROVED • . DISAPPROVED S . • . .. . S ;S5 . . - •' . '- -.5.. COMMENTS: 'll_l) AA-4 1A44 4-tA1 Rev. 1186 WHITE Suspense BLUE Water District GREEN: Engi Aiming CANARY Utilities PINK lng GOLD Fire V V V . V FINAL BUILDING INSPECTION V V V 86-508 10-6-87 V PLAN CHECK NUMBER: ____________________________________ DATE: PROJECT NAME: V 2450 La Cot • -ADDRESS: V V V V - PROJECT NO.: UNIT NUMBER: __________________ PHASE NO.: SFD 1 TYPE OF UNIT: ______________________________ NUMBER OF UNITS: Toth CONTACT PERSON 481-4100 rj CONTACT TELEPHONE: - V ail dept V V V • V INSPECTED DATE BY: INSPECTED: ____________ APPROVED ______ DISAPPROVED INSPECTED DATE BY: • INSPECTED: ____________ APPROVED ______ DISAPPROVED INSPECTED V V DATE V .BY: • INSPECTED: ___________ APPROVED ______ DISAPPROVED COMMENTS: -' V V • V V V V• V Rev. 118& WHITE: BLUE: Water District GREEN:Engineering CANARY:UtLitfiesPINK:Planning LD: Fire f CR(jG1 CONTINUOUS - : RAIN GUTTERS Cary L. Johnson (619) 6974000 FROM SOUTH SAN DIEGO 482-0111 DESCRIPTION / 7-1Vi5 /5 pti2 4/1 r139 01 L -J— don ' TYPE OF ROOF NO. OF STORIES COLOR 0 BROWN 0 BLACK 0 WHIrE 0 GOLD 0 MUSKEIT 0 IVORY 0 GREEN elMWNAVAJO OBL(JE [JGRAY TYPE OF INSTALLATION ITEM QUANTITY COST FOOT PRICE FOOTAGE DOWNSPOUTS METRES SUB-TOTAL TAKE DOWN SPACERS JOB TOTAL Any alteration or deviation from above specifications involving extra cost of material or labor will only be executed upon written orders for the same, and will become an extra charge over the sum mentioned in this estimate. All agreements must be in writting. CALL CARY L. JOHNSON (619) 697.4000 FROM SOUTH SAN DIEGO (619) 482-0111 CONT. UC. 0433377 ESGIL CORPORATION 9320 CIIESAI'EAKE DR., SUITE 208 SAN DIEGO, CA 92123 (619)560-1468 C.. DATE: Nov DAPPLICANT JURISDICTION: CAI cV OPLAN CHECKER A []FILE COPY PLAN CHECK NO: [J UPS []DESIGNER PROJECT ADDRESS: ) PROJECT NAME: p U The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's 'building codes. The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficien- cies identified - are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies U identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. :The check list transmitted herewith is for your information. The plans are being 'held at Esgil Corp. until corrected plans are submitted for recheck. - t 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: fl Esgil staff did not advise the applicant contact person that plan check has been completed. Esgil staff did advise applicant that the plan check hjs been completed. Person contacted: Ge4L Date contacted: Telephone #jAj..IOo REMARKS: n 0 4 çç .1 ç c) Pro • () r c • y rr c_\ U. '(..,. I veleov-i ' (e By:e (\\ç' Enclosures: ESGIL CORPORATION . ____ ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA 92123 (619) 560-1468 DATE: cC.-L) 7, )9Sç JURISDICTION: CITY OF CARLSBAD PLAN CHECK NO: 5 —r, o 33 T DAPPLICW 0 PLAN CHECKER 0 FILE COPY O UPS fl DESIGNER PROJECT ADDRESS: Lo CAcje.. PROJECT NAME: ¶ , 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 isthe jurisdiction's copy for your information. 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: • - GezaTOtt, o. t3 cL/ Otc. C. 'qzo,1 D Esgil staff did not advise the applicant contact person that plan check has been completed. ' Esgil staff did been advise applicant that the plan check has + completed. Person contacted: T /1j)Jo-PJ- Date contacted: Telephone #±LI- '-I/op REMARKS: • BY: Fujk,'2q// ENCLAD (.k 6LAI V4 ESGIL CORPORATION PLAN aIEcXNO. '6- JURISDICTION: Cfl1 OF CARLSBAD TO: r7Tp+L gj 7-6 1"/ TELEPHM 10 0 IN CIDSORES: 54o.fr .J: (A PIN CORRECTION SHEK SI.E FAXELY AND IXJPLRE DWELLINGS Date plans received by jurisdiction: Date plans received by Esgil Corporation: q/zz/ Date initial plan check completed: 10/7 /f By: .FU_-JYk2, IL Applicant contact person: Gez. To*\ - Telephone: FORRD: 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 (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. MIlE: PACE NUMBERS ARE NOT IN SEQUMKX AS PS RAFflE NO I37M NMING CORREMONS WERE DEM. Carlsbad List 10, Single Family Dwelling and Duplex With All Supplements 1 3/25/86 [T 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: Esgil Corporation, 9320 Chesapeake Drive, Suite #208, San Diego, California 92123, (619) 560-1468. Please make all corrections on the original tracings and submit two new sets of prints, and any original plan sets that may have been returned to you by the jurisdiction, to: The jurisdiction's building department. Indicate on the Title Sheet of the plans, the name of the legal owner and name of person responsible for the preparation of the plans. Section 302 (a) 7. /. Plans, specifications and calculations shall be signed by a California state licensed engineer or architect. (California Business and Professions Code). 1Z' 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, UMC, 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. FIRE PJ1I0N 9/' 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. (Table5. 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). 4i Plastic skylights shall not, be installed n 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. 7,1 b.Jroo— 4 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. I . ROQi sIz, LIGHT, vlTfl.AII0N AND GLAZING r Habitable rooms, other than kitchens, shall ontain-at least 70 square feet of floor area. Section 1207 (b). r Window area must be at least 1/10 of the or area and a minimum of 10 square feet per Section 1205 (a). Appears to be deficient in Openable window area in habitable rooms iust 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). r Required windows shall not open into a d porch unless the ceiling is at least 7 feet and the longer side is at least 65% open. Section 1205 (a). G . 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). 2 co-J, 31'. No habitable room, other than a kitchen, shall be less than 71 0" in any dimension. Section 1207 (c). IF. Show that ceiling height for habitable is a minimum of 716". Section 1207 (a). .?3. Show ceiling height for laundry rooms, hallways, corridors, and bathrooms is a minimum of 710". Section 1207 (a). 3 3/25/86 Dimension on the plans, the 30" clear width for water closet compartments and 21+" clearance in front of water closet. Section 511 (a). 3Z. 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 feet of tub or shower floor). Section 5406 (d) 5. Sleeping rooms shall have a window or exterior door for emergency exit. Sill height shall not exceed 44" above the floor. The window must have an openable area of at least 5.7 square feet with the minimum openable width 20" and the minimum openable height 21+". 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. )Ø'. The loft you show does not comply as a mezzanine floor and is, by Uniform Building Code definition, a story. Section 1716. D. ITS • StAIRWAYS. AND RAILINGS Floors above the second story shall.have not less than 2 exits. Section 3303 (a). YL. 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 6". 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. /4. Provide stairway and landing details. Section 3306 (b) & (c). Maximum rise 8" and minimum run is 9". , Minimum headroom is 61611. C. Minimum width is 30". ''handrails per Section 3306 (j), shall satisfy the following: Provide handrail for stairways with 4 or more risers.. Handrail shall be 30" to 34" above the nosing of treads. C. The handgrip portion of handrail shall be not less than 1 1/4" nor more than 2" in. cross-sectional dimension. (See attached). 4 3/25/86 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). A door may open inward at the top step of a ttairway 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. 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. ,frf. Spiral stairways may not be used for required exits when the area served is greater than 400 sq. ft. Section 3306 (f). .4 Spiral stairways must have a clear walking space of 26 inches between the column and handrail, show dimension. Section 3306 (f). 34. Provide I.C.B.0. Research Report and Number ffor 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) ZB 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). Specify roof slope. 1,9• Roof slope is not adequate for roof type specified. Table 32-B; Section 3203 (h). $. Specify roof material and application. Chapter 32. ror . Specify I.C.B.0. or U.L. approval number roof materials not covered in U.B.C., e.g., title, etc., Section 107. 5 3/25/86 The maximum slope for a fire retardant built-up roof, with rock or gravel surfacing, is 3 inches in 12 inches, Setion 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 roof slope for drainage or design to support accumulated water. Section 3207 (a), Section 2305 (f) and Section 2511 (d) 6. fr'. Show roof drains and overflows. /Section 3207. Provide skylight details to show compliance /ith Sections 3401 and 5207 or provide I.C.B.0. approval number. Plastic skylight must be separated from each other by at least 4 feet. Section 5207 (a) 6. ..8. 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). F. MASONRY 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. ,a1. Show height and construction details of all masonry walls. Chapter 24. - 0'. 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) 8. /3. 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 and building walls. Section 2516 (c) 7. Garage requires one-hour fire protection on the garage side of walls and ceiling common to the dwelling. Table 5. B. Section 503 (d). ,,é. 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). Show 1 3/8" solid core self-closing door for openings between garage and dwelling. Section 503 (d). 7 Openings between carport and residence equi,eqre self-closing doors and stationary windows. Section 1214. T Show garage framing section, size of header 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. I 312. 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). Provide an 18" raised platform for any FAU, tater heater, or other device in the garage, which may generate a flame or spark, IJNC Section 508, UPC Section 1310 (a). H. j4. 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). G3. 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. J. Provide notes on the foundation plan listing the soils report recommendations for foundations, slab and building pad preparation. Are not permitted to open into a br sleeping purposes. Section 1104. 3 •ei-c , LAse 7—L/ )c.ir eR 40p ai=d )4-- - eAif 6 3/25/86 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: the building pad was prepared in accordance with the soils report; the utility trenches have been properly backfilled and compacted, and; the foundation excavations, forinings and reinforcements comply with the soils report and approved plan". 81 Show height of all foundation walls. Chapter 23. Show height of retained earth on all foundation walls. Chapter 23. )ø'. 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). p4 . 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" *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 Show foundation sills to be pressure treated, or equal. Section 2516 (c) 3. Show foundation bolt size and spacing. Section 2907 (e). '. Specify size, I.C.B.0. number and manufacturer of power driven pins. Show edge and end distance and spacing. Section 306 (f). If required by structural calculations, show size, imbedment and location of hold down anchors on foundation plan. Section 2312 (f). 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. . Show adequate footings under all bearing walls and shear walls. Section 2907 (b). yf. 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). r. Show pier size, spacing and depth into undisturbed soil. Table 29-A. 92' Show minimum underfloor access of 18" x 24". Section 2516 (c). Show minimum underfloor ventilation equal to 1 sq. ft. for each 150 sq. ft. of underfloor area. Openings shall be as close to corners as practicable and shall provide cross ventilation on at least two approximately opposite sides. Section 2516 (c). Specify that posts embedded in concrete shall be pressure treated per UBC Std. No. 25- 12. Section 2516 (c). I. FRANIM 31. Show wall bracing. Every exteriàr 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). - 7%: Show blocking at. ends and at supports of floor joists, and for rafters at exterior walls. Section 2517 (d) 3. 97 Show solid blocking at ridge line and at exterior walls on trussed roofs. Section 2506 (g), Section 2517 (h). 196. Show double joists. Floor joists shall be doubled under bearing partitions running parallel with the joists. Section 2517 (d) 5. 191. Bearing partitions, perpendicular to j'oists, shall not be offset from supporting girders, beams, walls or partitions, more than the depth of the joist. Section 2517 (d) 5. 192'. 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. Show rafter purlin braces to be not less than 45 degrees to the horizontal. Section 2517 (h) 5. 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. 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. Show nailing will be in compliance with Table 25-Q. Show or note fire stops at the following locations per Section 2516 (f): in concealed spaces of stud walls and partitions, including furred spaces, at the ceiling and floor levels and at 10 foot intervals along the length of the wall. at all interconnections between concealed vertical and horizontal spaces such as occur at soffits, drop ceilings and cove ceilings; C. in concealed spaces between stair stringers at the top. and bottom of the run and between studs along and 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. 8. Show stud size and spacing. Maximum allowable stud heights; Bearing wall: 2 x 4 and 2 x 6 max. 10'; Non-bearing: 2 x 4 max. 141, 2 x 6 max. 20'. Table 25-R-3. 8 3/25/86 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 (f). 1X. Detail all post to beam and post to ,footing connections and reference the detail to the plan. Section 2516 (m). Detail shear transfer connections, including roof and floor diaphragms, to shear walls. Section 2513. (Specify nail size and spacing for all ) l shear walls, floor and roof diaphragms. Indicate required blocking. Maintain maximum diaphragm dimension ratios. (Tables 25 I, J, K) and Section 4713 (d). Show 3" x 4" or 2" x 6" studs in first story of three story building. Table 25-R-3. (J. Provide truss details and truss calculations for this project. Provide roof framing plan and floor 'framing plan. Section 302 (a) 7. Provide framing sections through Section 320 (a) 7. Specify all header sizes for opening over 4' wide. Section 2517 (g) 5. )L!(9. Provide calculations for main vertical and horizontal framing members and post footings. Section 302 (a) 7. 2i'. Provide calculations for lateral loads, shear panels, shear transfer and related. Section 302 (9) 7. 9 3/25/86 Show on the plans all structural requirements developed in the structural calculations. 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. .2i. Show location of attic access with minimum size 22" x 30". Section 3205. 13Z Show draft separation for attic areas '6etween units in a duplex. Section 2516 (f). Wood stud bearing walls, with studs at 24" o.c., require 3 ea. 2 x 4 or 2 ea. 2 x 6 or 2 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 2517 (g) 2. Specify plywood grade and panel <identification index. Table 25-N. 1)8g. When roof pitch is less than 3:12, design idge as a beam. Section 2517 (h). 1,24. If foundation cripple wall studs are less than 14" framing shall be solid blocking. Section 2517 (g) 4. ,j,30^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. (ij. Show plywood sheathing over exposed eaves, or other weather exposed areas, is exterior grade. Section 2516 (g) 3. 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). 4J. 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. yo. 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. Furnace shall not be installed under any stairway. Section 704, UMC. 1116. 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. Show access to the attic or underfloor furnace to be minimum 30 inches by 30 inches. Section 708 & 709 UMC. $'6. In open-beam construction, provide strap 1,k6 Note that passageway to the attic furnace ties across the beams at the ridge support. shall be unobstructed and have continuous solid Section 2501 (b). flooring not less than 24 inches wide. Section 708, UMC. J. MANICAL 34. Show permanent electrical outlet and All heating, ventilating, and cooling systems lighting fixture controlled by a switch for the and appliances shall comply with the Uniform attic furnace. Section 708, UMC. Mechanical Code. 0. 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. )11 . Every dwelling unit shall be provided with heating facilities capable of maintaining a room temperature of 70 degrees F. at 3 feet above the floor in all habitable rooms. Show basis for compliance. IJBC, Section 1211. 10 3/25/86 Show details to comply-with Section 709 for furnace under the floor, or Section 710 for roof or outside furnace. IA 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. ELICAL (?wrIoNAL xm=ca aoE) All wiring shall comply with the National Electrical Code. 6J. Show on the plan the amperage of the electrical service, the location of the service panel and the location of any sub-panels. 11. Show location of all electrical (receptacles. ,252. Electrical receptacle locations and/or spacing is not adequate in 5 . Show at least one convenience outlet other outlets for laundry, etc., outdoors, in garages and basements. NEC, Art. 210-52. 6,j. Note convenience outlets in bathrooms, outdoors, and in g2Lages and basements (other than for laundry and similar equipment) shall be GFI protected, NEC, Art. 210-8. 4J. Note electrical system ground to be provided per NEC, Art. 250-81. PLUMBING (UNIFuia( PLIMING CODE) (. Show water heater size, type and location on plans. UPC, Section 1310 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 inches of the enclosure and one-half within the lower twelve inches. UPC, Section 1307. 11 3/25/86 Fuel combustion water heater shall not be installed in bath or bedroom or in a closet opening into bath or bedroom. UPC, Section 1309. YW . Provide adequate barrier to protect water heater from vehicle damage. UPC, Section 1310. Show T and P Valve on water heater and show route of discharge line to exterior. UPC, Section 1007 (e). Provide dryer vent to outside. IJMC, Section 1903. J. Note on the plan that hose bibbs and lawn sprinkler systems shall have approved backf low prevention devices. UPC, Section 1003. Shower stall shall accommodate a 3011 circle and have a minimum floor area of 1,024 sq. in. UPC, 909 (d). N. NOISE ILAIION (t1PLES) 3fr1. 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$. 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. 6. 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. N. ENRIM CONSERVATION: PLEASK 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 thatmany mandatory conservation items be satisfied. W. 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. 1(8. 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. 3Ø. Show on the plans the IV value for the walls, floors, ceiling and related areas. 10. Show double glazing as per Energy Design, on Glazing Schedule. )t4l. Show on the plan how shading requirements are satisfied. X21. The plans are not in compliance with the energy conservation compliance package selected or design calculations provided. Show on plans conformance as follows: 12 3/25/86 )7. 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. & DUPLEX SUPPLEMENT ,17g Energy conservation design should be for Zone 7 . See attached energy packages. Y16'. Floor drains must have auto-prime (city policy). 0. Note exhaust fans cannot be ductless type (city policy). 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). f8). All piping for present or future solar wa er heating must be insulated when in areas that are not heated or cooled by mechanical means (city policy). 381. 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 102683. All new residential buildings, including additions, require a soils report. Please submit two copies. Heavy timber framing, minimum 6" x 10" beams and minimum 8" x 8" post, for the structural beam and column supporting the fire separation between the garage and living area above, is acceptable if shown on the plans. (city policy). 6 . Please see additional corrections, or remarks, -nn 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 thee plan ch I k items, please contact \ 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: %V..3 S-tfJ 13 10/6/86 1. UBC Adopting Ordinance 8792 requires f Fire Retardant roof on all structures (Sec. 18.04.230). Show compliance with UBC Section 3203(e). 184. City Ordinance 9792 requires two park- ing spaces/unit with clear area of 20'x20' i.e. no washing machines, etc.. Show compliance. 1JkIi p c14 +- Sr/c CONTAINED WITHIN JOB SPECIFICATION MANDATORY ENERGY ccNS2RVxrIoN REXJIRfliENTS OF THE STATE OF CALIFORNIA (1) All heating, ventilating, air conditioning; and water heating 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 backdraft 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 UMC, 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. - (10) 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 factory-built 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. (17). 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 EGI.3/5/86 CITY OF CARLSBAD Table .7. Alternative Component Packages, Climate Zone 7 Building Measure Package Designation - Li C L ...L L L1 - 3 1 4 - - - -L1 L INSULATION R-VALUE MINIMUM Ceiling 19 30 19 30 30 30 19 30 19 30 19 Wall. 11 11 11 11 11 11 1.1 11 11 11 11 'Heavy' Wall 2.5 2.5 2.5 NA NA 2.5 2.5 2.5 2.5 2.5 2.5 "Light Hass" Wall. . 4.0 3.5 3.5 NA NA NA NA NA NA NA NA Slab Floor Perimeter MR 7 MR MR NA MR MR MR MR 7 MR Raised Floor S 11 j 11 NA 19 MR MR 19 19 11 11 AT'rIC3 MR MR MR REQ REQ REQ MR REQ MR MR MR GLAZING Maximum U-Value 1.1 .65 1.1 .65 .65 .65 1.1 .65 1.1 .65 .65 Maximum Total Area Z MR 14 14 20 20 20 24' 20 24 MR MR Maximum Total Nonsouth Area . 9.6 NA NA NA NA MR MR MR MR 8.4 9.6 Minimum Total South Area Z 6.4 MR MR MR MR MR MR MR MR 5.6 6.4 SHADING COEFFICIENT South-facing Glazing MR MR MR MR MR MR MR MR MR MR MR West-facing Glazing MR MR MR MR .36 MR MR MR MR MR MR North-facIng Glazing MR MR MR MR MR MR MR MR MR MR MR East-facing Glazing MR MR MR MR MR MR MR MR MR MR MR LEERMAL MASS EQUIVALENT Z Slab Floor Exposed7i8 50 MR MR 25 5 25 25 20 15 MR 50 :NFILTRAIIOM CONTROL Continuous Barrier MR MR MR MR MR MR MR MR MR MR :lectrical Outlet Plate MR. MR MR MR MR MR MR MR MR NR MR Gaskets ir-To-Air Heat Exchanger MR MR MR MR MR MR MR MR MR MR MR PACE HEATING SYSTEM Gas Furnace Seasonal Efficiency Z . HIM HIM HIM HIM HIM HIM HIM HIM HIM Heat Pump ACOP 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 Electric Resistance" . NO NO NO NO NO NO NO NO NO YES YES PACE COOLING SYSTEM A/C or Heat Pump SEER ATER HEATING SYSTEM Gas, Heat Pump or Solar with Any Backup REQ REQ REQ REQ REQ REQ REQ REQ Solar with Gas Backup REQ REQ REQ Appendix B B-9 C-70 AC? S S Iitz485 Table 17. Notes for Tables 1 through 16 LEGEND: NR - Not required, N/A - Not applicable, REQ Required, HIN - Minimum efficiencies required by Section 2-5306 of the regulation. NO - Heating system type not allowed, YES - Heating system type allowed. 3. Whenever an attic is required, it must cover at least three—quarters (3/4) of the ceiling area over conditioned space and be vented. In alternative component packages which require thermal mass (other than Package A), the specified percentage of mass must be directly exposed to the conditioned space. To determine the floor area directly exposed to the conditioned space. To determine the floor area, count only the first floor in conditioned areas. Uncarpeted first floor areas, such as linoleum or tiled entry ways, kitchens, bathrooms, and utility closets may all be counted towards this requirement. Thermal mass required for Packages E,1,2,3 and 4 must be either equivalent to a slab floor covering one—fourth (25 percent) of the floor area with a thickness of at least 2 inches and a volumetric heat capacity of 28 Btu/ft3 0p (see below for surface area of materials examples) or provide the minimum total mass capacity listed in Table 17 of Appendix A (use the Point System to calculate the mass for other materials). 4 brick Concrete block 90 pcf Concrete block 140 pcf Climate Slab I exposed block density, block density, solid Zone Floor Z one side grouted Jr0uted 4 6" 4" 6" 15 21 18 17 14 13 20 28 24 22 18 18 .7 25 35 30 28 23 22 11. For Packages 5 and 6 electric resistance and radiant heating systems shall have two or more separately controlled zones in each dwelling unit. Datei CITY OF CARLSBAD Prepared byt Bldg. Dept. Ff , )4// VALUATION AND PLAN CHECK FEE. Esgil PLAN CHECK NO. BUILDING ADDRESS - (J APPLICANT/CONTACT ,- PHONE NO.'jg,_4//oo BUILDING OCCUPANCY DESIGNER PHONE____________ TYPE OF CONSTRUCTION CONTRACTOR PHONE___________ BUILDING PORTION BUILDING AREA VALUATION MULTIPLIER VALUE i1 - Air Conditionine Commercial Residential Res. or Comm. !ire Sorinklers Plan Check Fee C0MHENTS 0/4/8 2 / Total Value ____________________ Fee Adjusted To Reflect 0 Energy Regulations (Fee x 1.1) 0 Handicapped Regulations (Fee x 1.065) Building Permit Fee $ • ' ?YI ,t7I 71AN CHECK NO. AK-50 ADDRESS PLANNING ZONE: TYPE OF PROJECT AND USE: SCHOOL DISTRICT: SAN DIEGUITO ENCINIT SETBACKS: FRONT _ SIDE - DATE CALSBAD SAN MARCUS -- _________ REAR DISCRETIONARY ACTIONS: REDEVELOPMENT PERMIT REQUIRED LANDSCAPE PLAN COMMENTS: ENVIRONMENTAL REQUIRED:- ADDITIONAL COMMENTS: LEGAL DESCRIPTION VERIFIED?________________ APN CHECKED? PARKIN-LIEU QUADRANT: FEE PER UNIT:4/4 TOTAL FEE: P.F.F. : IVIA,.. TRAFFIC IMPACT FEE PER UNIT: TOTAL FEE: 7O FACILITIES MGMT. FEE: BRIDGE & THOROUGHFARE FEE: 530 IMPROVEMENTS: j"1 CwLO FIELD CHECK DATE & INITIALS: RIGHT-OF-WAY: Xkv~ DRIVEWAY: 1'u2cQ JAh— EASEMENTS:____ D. U. :LCW Q kQeL'wet M LA ERAL :LtJQ INDUSTRIAL WASTE PERMIT: A I ~ A G E :. nod a 4vuzwl, C~", _______________________ GRADING PERMIT: _GRADING COMPLETION CERTIFIED:________ ADDITIONAL COMMENTS:__________________________________ OK TO ISSUE: DATE:_J1ji5 DPD2:DPD6: 07/1 7/86 BENTON ENGINEERING, INC. APPLIED SOIL MECHANICS - FOUNDATIONS 6741 EL CAJON BOULEVARD SAN DIEGO, CALIFORNIA 92115 PHILIP HENKING BENTON SAN DIEGo 583-5654 PRESIDENT - CIVIL ENGINEER June 23, 1969 MESA 469-5654 Rancho La Costa, Inc. Route 1, Box 2550 Encinitas, California 92024 Subject: - Project No. 68-11-23D Final Report on Compacted Filled Ground La Costa South Unit No. 1 Rancho La Costa, -California Gentlemen: This is to report the results of tests and observations made in order to inspect the compaction of filled ground placed on certain areas of Lots 141 3 to 7, inclusive, 14 to25, inclusive, 34 to 39, Inclusive, 43 to 46, inclusive, 54 to 58, inclusive, 62 to 72, inclusive, 82, 83, 84, 86, 87, 89, 90, 110 to 120, inclusive, 122, 123, 131, 132, 151 to 154, inclusive, 166 to 177, Inclusive, 181 to 184, Inclusive, and Portions of La Costa Avenue, Navarra Drive, Viejo Castilla Way, Nuevo Castilla Way, Sevilla Way, Levante Street, Galicia Way, and La Coru?a Place, La Costa South Unit No. 1, Rancho La Costa, California. The fills were placed during the periods between February 4, 1969 and May 2, 1969. The approximate areas and depths of filled ground placed under our inspection in accordance with the approved specifications are shown on the attached Drawing No. 1, entitled "Location of Compacted Filled Ground." The grading plan used for the placement of filled ground wai prepared by McIntire & Quiros, Inc. dated January, 1968. The approximate locations at which the tests were taken and the final test results are presented on page Nos. 4 to 19, inclusive, under the "Table of Test Results." The laboratory determina- tions of the maximum dry densities and optimum moisture contents of the major fill materials are presented on page No. 20, under the "Laboratory Test Results." Some of the maximum dry densities shown in the "Table of Test Results" were combinations of these. The tests were taken during the weekly periods indicated bel6w: Test Number' 1 to • 8, Inclusive 9 to 29, inclusive 30to 37, inclusive 38 to 89, inclusive 90 to 139, inclusive 140 to 191, inclusive 192 to 2571 inclusive Continued on pose two. Week Ending February 8, 1969 February 15, 1969 February 22, 1969 March 8, 1969 - March 15, 1969 March 22, 1969 March 29, 1969 Project No: 68-11-23D La Costa South Unit No. 1 Test Number 258 to 352, Inclusive 353 to 433, inclusive 434 to 461, inclusive 462 to 485, inclusive 486 to 505, inclusive -2- June 23, 1969 Week Endirg April 5, 1969 April 12, 1969 April 19, 1969 April 26, 1969 May 3, 1969 The final results of tests and observations indicate that the compacted filled ground has been placed at 90 percent of the maximum dry density or greater. It has been determined that the fill materials, compacted to 90 percent of the maximum dry density, have a safe bearing value of at least 1510 pounds per square foot for one foot wide continuous footings founded at minimum depth and placed five feet or more Inside the top of compacted filled ground slopes. If footirgs are placed closer to the exposed slopes than 5 feet inside the top of compacted filled ground slopes, these should be deepened one foot below a 1 14 horizontal to I vertical line projected outward and downward from a point 5 feet horizontally inside the top of compacted filled ground slopes. Tests indicate that the compacted filled ground is adequate to satisfactorily support the proposed one and two story wood frame dwellings without detrimental settlements. In ourreport of the original investigation conducted at this subdivision, (Project No. 68-2-2C dated March 8, 1968), we stated that some silty clay and sandy clay soils had been found on the site that were expansive, and we recommended that each lot be inspected during or after grading to determine those lots in which such expansive soils exist within the upper 3.0 feet. This has been don*, and the following lots have been found to contai 5 e / Re r /.77ô It is recommended that the following special design precautions be taken for the houses to be constructed on the above-listed lots: Isolated interior piers should not be used. Continuous footings should be used - throughout, and these should be placed at a minimumIT the lowest adjacent exterior final ground surface. Reinforce and interconnect continuously with steel bars all interior and exterior footirs with tjrs at 3 inches above the bttoJof all footings and r1ri inches below thepof the stems of the footings. (3) Use raised wood-floors that span between continuous footings, or reinforce all concrete slabs with 6 x 6 - 10/10 woven wire Fabric, and provide a minimum of 4 Inches of clean sand beneath all concrete slabs. Provide a moisture barrier 2 Inches below slabs under living areas. BENTON ENGINEERING. INC. Lot Nos. W ig'. inclus1ve f ?J75 j ,2f'' Lot Nos 9 inciusive Lot Nos.ij10 184, inclusive Project No. 68-11-23D -3- . June 23, 1969 La Costa.South Unit No.. 1 (4) Separate garage slabs from perimeter footings by 1/ inch thickness of construction felt or equivalent, to allow independent movement of garage slabs relative to perimeter footings. .50. Provide positive drainage away from all perimeter footings to a horizontal distance of at least 6 feet outside the house walls. In addition to the filled ground placed and inspected within La Costa South Unit No. 1, there was an area of fill approximately 180 feet east of the east end of Navarra Drive. This area Is shown on Drawing No. 1, and the tests taken within the area are Test Nos. 257, 258, 264 and 270. . Respectfully'submitted, BENTON ENGINEERING, INC. By M. V. Póthier, Civil Engineer Distr: (4) Addressee (2) McIntire &Qulros, Inc. Attention: Mr. Gory Cumbey : (1) Rick Engineering (2) San Diego County Building Inspection Vista, California - mailed 1-9-70 BENTON ENGINEERING. INC. DEVELOPMENTAL - -. .. .SERVICES BUILDING 'DEPARTMENT -') C.Itp of 5i], 1200 ELM AVENUE CARLSBAD, CALIFORNIA 92008-1969 (619) 435-5525 DEDICATIONS OF LAND AND FEES FOR SCHOOL DISTRICTS - CHAPTER 21.55 CARLSBAD MUNICIPAL CODE RETURN TO: BUILDING DEPARTMENT City of Carlsbad 1200 Elm Avenue Carlsbad, CA 92008 FROM: School District SAN DIEGUITO UNION HIGH SCHOOL DISTRICT Name of District 753-6491 Plan Check No. A2 - 'co çJ2 Effective Date Date Plan Check Fee P Property Owner's Name M '7i -7-jI Project Address L (7 Project Site Legal Description Project Site Assessor's Parcel No. 2_//; __1 _9-/ Project Description - Incl. no. of dwelling units - Department Official Signature Title I SCHOOL DISTRICT CERTIFICATION I certify that the requirements of Chapter 21 .55 of the Carlsbad MzLtpa1 Code r sdi1 of laid and fees have been satisfied for the Authorized geedh'(41 str3.ct Cf. al . _______ (F / (- Signature Title e Note to Applicant: A review of one set - . plans may ne required by the school district. Date 0III K e Date A rf "0 12265 Account No. rs signa LEUCADIA COUNTY WATER DISTRICT APPLICATION FOR SEWER SERVICE Owner's Name Mr. John Hart Phone No. 222-0676 Mailing Address 4512 Del Mar Avenue - San Diego, CA 92107 Service Address: La C6sta Avenue Tract Description: _lot 13, La Costa South #1 Assssôr's Parcel No. iLo I S Type of Building single family No. Units i Connection Fee .$1500.00 Lateral Size: 4" - 6" _81' Saddle - Easement Connection (pre-pd 200.00) Extra Footage: @ $________ Extra Depth: @ $ 1300.00 Lateral Fee Amount Rec'd Prorated Sewer - Ck. No/Cash #240'': Service Fee Date Total $1500.00 Rec'd By :S.'Wi1lianson' The application nust be signed by the owner (or his authorized representative) of the, property to be served. The total charges must be paid to the District at the time the application is submitted. If a service lateral is required, it will be installed by the Leucadia County Water District. The service lateral is that part of the sewer system that extends from the main collection line' in the street (or easement) to the point in the street (at or near the applicant's property line) where the service lateral is connected to the applicant's building sewer. The applicant is responsible for the construction, at theapplicant's expense, of the sewer pipeline (building sewer) from the appli- cant's plumbing to the point in the street (or easement) where a connection is made to the service lateral.. The connection of the applicant's building sewer to the service lateral shall be made by the applicant at his expense. The connection must be made in conformity with the District's, specifications, rules and regulations; and IT MUST BE INSPECTED AND APPROVED BY THE DISTRICT BEFORE THE.SEWER SYSTEM MAY BE USED BY THE APPLICANT. THE APPLICANT, OR HIS AUTHORIZED REPRESENTATIVE, MUST NOTIFY THE DISTRICT AT THE TIME INSPECTION IS DESIRED. ANY CONNECTION MADE TO THE SERVICE LATERAL OR COLLEC- TION LINE WITHOUT PRIOR APPROVAL AND INSPECTION BY THE DISTRICT WILL BE CONSIDERED INVALID AND WILL NOT BE ACKNOWLEDGED. The prorated sewer service fee is based upon the date the District estimates that service will begin and covers the balance of the fiscal year. There will be no additional fee or refund if service actually commences on a different date. For succeeding fiscal years, the sewer service fee will be collected on the tax roll in the same manner as property taxes. The undersigned hereby grees that the above information given is correct and agrees to the conditions as stated. "V ENT ENCINITAS UNION SCHOOL DISTRICT 189 Union Street Encinitas, CA 92024 Telephone: (619)753-1152 Dedication of Land or Fees for School Districts (Title 8, Division 2, County Code) TO: The City of Carlsbad Plan Check No. 1200 Elm Avenue Carlsbad, CA 92008 Effective________________________ Date Paid Plan Check Fee * * * * *_ * * * *••* *•* * * * * * * * * * * * * * * * * * * * * * PROPERTY OWNER'S NAME _GEZA TOTH ADDRESS p. 0. Box 854 Del Mar, CA 92014 TELEPHONE 491 -4100 PROJECT NAME (if applicable) NA PROJECT LOCATION La Costa Avenue, Carlsbad ASSESSOR'S PARCEL NO. 216-160-13 TOTAL NUMBER OF DWELLING UNITS 1 Applicant ignature Title Date *•.* * * * * * * * * * * * * * *•* * * * * * * * * * * * * * * * * * * School District Certification No. bedrooms/like rooms __3 I certify that the requireirents of Title 8, Division 2 of the County Code for school facilities dedication of land or fees have been satisfied for the above described project. NOVEMBER 120 1986 Date NOTE TO ) A review of one set of plans is App:LlCANT) required by the school district. Distribution: FZ4 . 01-021 wblt.• Applicant Yellow: District Pink. Applicant Wayne: Truss repair for Geza Toth. Kurt Culver of Esgil was checking plans, and they are okay, but in talking to the truss suoplier he learned that the walls are bowed out because of improper installation of the trusses. Esqil is not commenting on this condition because they were not asked to. When the aoproval is received it will be for truss REPAIR only. If you want more, please whistle. Carter 4/6 ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA 92123 (619)560-1468 - DATE: '. /1 -i - [IJAP CJ JURISDICTI JURISDICTION: PLAN C}TEC1 [IJFILE COPY PLAN CHECK NO: (rv) []UPS DDESIGNER PROJECT ADDRESS: Z'-150 L 'c te, Ave-, PROJECT NAME: CD d The plans transmitted herewith have been corrected where 90 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. F] The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a .complete recheck. U The check list7 transmitted herewith is for your information. The plans are being held at Esgil Corp. until corrected plans are submitted for recheck. U The applicant's copy of the check list is enclosed for the jurisdiction to return to the applicant contact person. The applicant's copy of the check list has been sent to: Esgil staff did not advise the applicant contact person that plan check has been completed. [1 Esgil staff did advise applicant that the plan check has been completed. Person contacted: Date contacted: Telephone # REMARKS: By: Enclosures: ESGIL CORPORATION Date //g 7 Jurisdictionaris 1 Prepared byi [3 Bldg. Dept. VALUATION AND PLAN CHECK FEE C1 Esgil PLAN CHECK NO.-,E6- -'~OA(Rev BUILDING ADDRESS 7LJ, L APPLICANT/CONTACT PHONE NO._________________ BUILDING OCCUPANCY - - DESIGNER PHONE____________ TYPE OF CONSTRUCTION . 1Z CONTRACTOR PHONE__________ BUILDING PORTION BUILDING AREA VALUATION MULTIPLIER VALUE Pc.t D72 - Air Conditioning Commercial Residential -. Res. or Comm. Fire Sprinklers @ . -- Total Value 59,72 - Fee Adjusted To Reflect 0 Energy Regulations (Fee x 1.1) 0 Handicapped Regulations (Fee x 1.065) Building Permit Fee. $ Plan Check Fee $ . $ C0MMENTS r.&.sc 8/4/82 DEVELOPMENT PROCESSING 5ERVICES DIVISION 2075 LAS PALMAS DRIVE CARLSBAD, CA 92009-4859 (619) 438-1161 MISCELLANEOUS FEE RECEIPT Applicant Please Print And Fill In Shaded Area Only JOB ADDRESS .7. IiTo f_g ccn 1+1 /17 ,\ PLAN ID NO. PARCEL NO. OWNER /;:7-/ 77// OWNER'S MAILING ADDRESS VALIDATION AREA CITY/L ell ZIP 920/4' TEL. 'tP/ CONTRACTOR /' - ESTMATED VALUATION CONTRACTOR'S . . MAILING . ADDRESS :. : . PLAN CHECK FEE 001-81000-00-8821 IF THE APPLICANT TAKES NO ACTION WITHIN 180 DAYS, PLAN CHECK FEES CITY - ZIP TEL. WILL BE FORFEITED. STATE BUSINESS LICENSE NO. LICENSE NO. SUBDIVISION LOT(S) LEGAL DESCRIPTION . CHECK IF SUBMITTED: 0 2 ENERGY CALCS 21987 ENERGY CALCS FOR NON RESIDENTIAL_BLDGS DES_RIP_ONOF WORK . 0 2 STRUCTURAL CALCS (z QL L jk_Q 6 2 SOILS REPORTS i_ 2 SELF ADDRESSED ENVELOPES _ DATE GIVEN! DATE SENT TO APPLICANT e '_ii/l-. CONTACT PERSON . LA COSTA LETTER ADDRESS SCHOOL FEE FORM CITY ZIP _TEL. _2,2,? P & E CORRECTIONS LIST CERTIFICATE OF OCCUPANCY PPLICANT'S SIGNATURE DATE White File Yellow - Applicant Pink -'Finance Gold . Assessor