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Home My WebLink About2433 UNICORNIO ST; ; 85-182; Permitc4bY affirm that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Profeaatons Code, and my license is in full force and eff t. fl I Lic No Class V I hereby at tirm that I am exempt from the Conlrac-tots License Law for the following reason( Sec. 7031.5 Business and Professions Code: Any city or county which re- . quires a permit to construct, alter, improve, demotis -.or repair any structure, prior to its issuance also requires the 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 cx-ompt therefrom and the basis tot the alleged exemption. Any viulutien at Section 703I c by an annhimnl for a.,a.a, jeche applicant oâCivil penalty ')'not more [hall live hum. dred dollars ($500).. .. -. .. I, as owner of the properly. Or my employees with wages IC as their sole compensation, will do the work, and the slreC- ' C, tare is not intended or offered for sate (Soc. 7044, Business .J and Professions Code: The Contractor's License Law does - not apply to an owner of property who builds or improves S thereon and who does such work himself or through his own me employees, provided that such improvements are not intend- UI ed or offered for sale. It. however, the building or improve- Z meat is sold within one year of completion, the owner-builder have the o will burden of proving that he did not build or im-prove for the purpose of sale). I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044. Business and Professions Code: The Contractor's License Law does not apply loan owner of property who builds or im- U) proves thereon, and who contracts for each projects with a contractor(s) license pursuant to the Contractor's License 'Law). 0 As a homeowner tam improving my home, and tile follow- ing conditions exist: — .1 I. The work is being performed prior to sale. , 2. I have lived in my home for twelve months prior to completion ofthis work. UI 3. - I have not claimed this exemption daring the 0 last three years. p lam exempt under Sec. , B & P.C. - for this reason - i hereby affirm that t have a Certificate 01 consent to sett.insure, or a cerlilicate of Workers Compensation Insurance, or a candied copy thereof - 15cc- 3800. Labor Code) Z POLICY NO . COMNY U) - apyis filed with the city ' z - 0 Certified Copy is hereby turnushed ON - CERTIFICATE OF EXEMPTION FROM WORKERS' COMPENSATION INSURANCE (This section need not be Completed line permit is for one hundred dollars ($I00) or less) -- `0 I certify that in the performance of the work br o which thus permit is issued. I shall not employ any person in any manner so as to become subject to the Workers Compensation Laws 01 Cafutornia NOTICE TO APPLICANT It. alter making this Cent ficate 01 Exemption, you should become so' lect I') the Workers' Compensation provisions 01 the Labor Code, you must tOrthwith Comply with such provisions or this permit snaIl be deemed revourea - 1" 0 I hereby affirm that there is a Construction IZ I lending agency for the peilormaflCe 01 the work br which this permit is issued (Sec 3097, Civil Code) uj II Lender's Name L Lender's Address USE BALL POINT PEN ONLY & PRESS HARD APPLICANT TO FILL IN INFORMATION WITHIN SHADED AREA AND DECLARATIONS. CARLSBAD BUILDING DEPARTMENT APPLICATION & PERMIT 1200 Elm, Carlsbad, California 92008-1989 (619) 438-5525 ,J08 ADORES NEAREST CROSS ST. DATE OF AP Cer1'ON I NSE U VALUATION PERMIT NUMBER £, T,RO. BUSINESS)_ _____________ t ZONE LOT BLOCK ASSESSOR PARCEL NO. -CONTRACTOR £ONTRACTORS PHONE e 4 .I SU8DrON OWNE R.S Pin CONTRACTOR'S ADDRESS LICENSE NO. cn:n, Lj-a4-- 47L7.28 S-t J_WNER.SONE -131 LUcw . PLAN I.O.# BLDG USE CODE OWNER'S MAILING ADDRESS - g . .1 DESIGNER LICENV STANDARD PLAN U BUILDING SO. FOOTAGE DESCRIPTION OF WORK DESIGNER'S ADDRESS F/P FLRELEV,l - .1 OCCGt1' EDU ____________________________________________ YO NO c 2•_ S' O Ct) .:• 1 fl/O6'855 CENSUS TRACT GP LAND USE PARKING SPACE RES UNITS J GRADING PERMIT ISSUED I REDEVELOPMENT IAREA - I I I TYPE ICA4STI 0CC V -- - - vO ND vO N J 0 vO N 1o.VaIidUnlessMaçj(ine"Certified QTY. -.PLUMBING'ERMIT-ISSUE, - QTY. ' MECHANICALPERMIT-ISSUE SUMMARY/ACCOUNTNUMBER EACH FIXTURE TRAP . 44._3_.5 jj INSTALLFURN.DUCTSUPTO100.000BTV4 . I v-W (%•4 VBUILDINGPERMIT _ _01-00-00-8221EACHBUILDINGSEWER 01-00-00-8220 OVER100,000BTU .ERMIT 5. : BOILER/COMPRESSORUPTO3HP _____ EACHWATERHEATERAND/ORVENji. .4-53_7 EACHGASSYSTEMI104OUTLETS HECK 01-00-00-8806 BOILER/COMPRESSOR3-15HP PLUMBING -'01-00-00-8222 EACH GAS SYSTEM 5ORMOR "i 52.0 ,3 METALFIREPLACE - .ELECTRICAL -01-00-00-8223 'G• EACH INSTAI,., ALTER. REPAIR WATER PIPE .- j VENT FAN SINGLE OUCTc.,-.'- . — MECHANICAL -01-00-00-8224 EACHVACUUMBREAKER ,.5! MECHEXHAUSI - HOOD/DUCTS MOBILEHOME 01-00-00-8225 - WATERSOFTNER - ', -- RELOCATION OF EA FURNACE/HEATER . -. MOBILEHOMEPARK(NSF - EACHROOFDRAIN(INSIDE)' ' SOLAR Oi.00._0.082a6_ TOTAL MECHANICAL . - I I • - STRONGMOTION 80-92-33-0519 -. TOTAL PLUMBING _ FIRE SPRINKLERS 01-00-00-8227 QTY. - ELECTRICAL PERMIT- ISSUE - 0Th'. SOLAR-ISSUE PUBLICFACILITIESFEE 32-0O-O0-89 BRIDGE FEE - NEW CONSTEAAMPSWTBKR ..)OV1.yw .5O COLLECTORS . SCHOOLFEE -DISTRICT 1PH 3PH ' ' STORAGE TANKS . Carlsbad 80-92-21-0519 EXIST BLDG EA AMPISWT/BKR ' ' ROCK STORAGE ' ' Encinitas _a_80-92-22-0519 - 1 PH 3 PH - . PUMP . San Dieguilo 80-92-23-0519 REMOOEL:ALTER PER CIRCUIT PLAN CHECK FEE Marcos L.-'T'f 80-92-24-0519 i TEMPPOLE200AMPS ' . . ' --. OVER 200 AMPS a - LICENSE TAX 01.00-OO-8162 it I TEMPOCCUPANCY(30DAYS) ' - . - 4 . MFF8O.92'57'O519Ryy CREDIT DGiT TOTAL ELECTRICAL I . TOTAL SOLAR - TOTAL HAVE CAREFULLY 'EXAMINED THE COMPLETED "APPLICATION AND PERMIT" AND DO HEREBY — I Expiration. Every permit iosuedbyfheBuitding Official under the provisions ofthis * AN OSHA PERMIT IS REQUIRED FOR EXCAVATIONS OVER I Code shall expire by limitation and become null and void If the building or work I CERTIFY UNDER PENALTYOF PERJURY THAT ALL INFORMATION HEREON INCLUDING THE DECLARATIONS ARE TRUE AND CORRECT AND I FURTHER CERTIFY AND AGREE IF A PERMIT IS 50" DEEP AND DEMOLITION OR CONSTRUCTION OF i authorized by such permit is not commenced within 180 days from the date of Such STRUCTURES OVER 3 STORIES IN HEIGHT ISSUED: TO COMPLY WITH ALL CITY. COUNT AND STATE LAWS GOVERNING BUILDI CONf1L STRUCTtON. WHETHER SPECIFIED HEREIN OR NOT. I ALSO AGREE TO SAVE 1NDEMN FY I permit, or if the bu;g,or work uuthoruzed by such permit us b_d_adSI any tipm_atter the work enced_for_a_period_of_180_days. suspended or ______________________________________________ ________________________________________ KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS. CO OWNER 0 CONTRACTO (PROVED BY DATE EXPENSESWHICHMAYINANYWAYACCRUEAGAINSTSAIDCITYINCONSEOUENCEF GRANTING OF THIS PERMIT. ______ PRA - FIELD INSPECTION RECORD REQUIRED SPECIAL INSPECTIONS INSPECTION IF DATE INSPECTORS NOTES RED INSPECTOR'S CHECKED APPROVAL SOILS COMPLIANCE .. ..• • - PRIOR TO FOUNDATION INSP STRUCTURAL CONCRETE OVER 2000 PSI PRESTRESSED CONCRETE POST TENSIONED CONCRETE FIELD WELDING HIGH STRENG1A BOL1S SPECIAL MASONRY' PILES CAISSONS - .- .1 j.•_'•••• ¼ I •-• 1 : / ...•, , 176 I IT .) ,; .•.. • .1-. e: • • .' - / - TYPE DATE INSPECTOR BUILDING FOUNDATION REINFORCED STEEL ' 12APAW 7` _______ MASONRY If F GUNITE OR GROUT FLOOR & CEILING SUB FRAME SHEATHING 0 ROOF 0 SHEAR FRAME EXTERIOR LATH INSULATION INTERIOR LATH & DRYWALL PLUMBING SEWER AND BL/CO DIPUCO UNDERGROUND 0 WASTE 0 WATER TOP OUT 0 WASTE 0 W4TER TUB AND SHOWER PAN I GAS TEST O WATER HEATER 0 SOLAR WATER ELECTRICAL : ELECTRIC UNDERGROUND 0 IJFFER ROUGH ELECTRIC ELECTRIC SERVICE 0 TEMPOF1AR BONDING 0 POOL MECHANICAL O DUCT & PLEM., 0 REF. PIPING HEAT - AIR COND. SYSTEMS VENTILATING SYSTEMS CALL FOR FINAL INSPECTION WHEN ALL APPROPRIATE, ITEMS ABOVE HAVE BEEN APPROVED - Fft4AL PLUMBING : r • ELECTRICAL MECHANICAL - GAS BUILDING SPECIAL CONDITIONS 0 I hereby affirm that I am licensed under provisions of Chapter 9 (commencing with h—I Section 7000) of Division 3 of the Business I and Professions Code, and my license Is in I full force and effect. L Lic No ________________ Class 0 0 — I hereby affirm that I am exempt from the Contrac- tor'sLicense Law for the following reason (Sec. 7031.5 Business and Professions Code: Any city or county which re- quires a permit to construct, alter, improve, demolish, or repair any structure, prier toils issuance also requires the ap- plicant for such permit to life a signed statement that he is licensed pursuant to the provisions of the Contractors License Law (Chapter 9 commencing With Section 7000 of Division 3 of thu Business and Pretensions Code) or that is ex- empt therefrom and the basis far the alleged exemption. Any violation of Section 7031.5 by an applicant for a permit sub-jects the applicant to a civil penalty 01 not more than five hun- dred dollars ($500). IC fl I, as owner 01 the property, or my employees with wages as their sate compensation. will do the Work, and the struc- tare is not intended or Offered for sale (Sec. 7044. Business .J and Professions Cede: The Contractors License Law does not apply to an owner of property who builds or improves thereon and who dues such work himself or through his own empfoyoeu, provided that such improvements are net intend- 'U ed or Offered for sale, if, however, the building Or improve- Z mont in sold within one year 01 completion, the owner-builder 39 will have the burden of proving that he did not build or im- prove [or the purpose 01 sate). I. as owner of 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 toss owner of property who builds or im-proves thereon. and who contracts for each projects with a contractor(s) license pursuant to the Contractor's License Law). As a homeowner lam improving my hemu, and the follow- ing conditions exist: The work is being performed prior to safe, 2. - I have lived in my home for twelve months Prior to completion of this Work. 3. I have not claimed this exemption daring the last three years. lam exempt under Sec. __________________ - B & P.C. for this reason APPLICANT TO FILL IN INFORMATION WITHIN SHADED AREA AND DECLARATIONS. CARLSBAD BUILDING DEPARTMENT APPLICATION Carlsbad, California 92008-1989 (619) 438-5525 B'A'bD ESS '•.' AV ST. RD. NEAREST CROSS ST . DATE OFAPPLICAT "éUSlNESS LICE1.JE VALUATION PERMIT NUMBER 10 ____433 (J4#• ti - LOT BLOCK SUBDIVISION ASSESSOR PARCEL NO. CONTRA TOR CONTRACTORS PHONE b ' ZONE OWNER S ME OWNER'S PHONE FCON - PLAN I.D. # BUILDING SO. FOOTAGE "7 RACDDR LICENSE NO. 6~~ OWNER'S MAILING ADDRESS 4 7 / --- 349/ 0?' 44( DESIG'ER DESIGNER'S PHONE DESCRIPTION OF WORK DESIGNER'S ADDRESS LICENSE NO, -. p1b °i17081 b F/P FLRELEV. NO OCCGP EDU -),,g._•._-Uw.b--._"-' STORIES YO NO CENSUS TRAC 71° GP LAND USE PARKIN SPACE RES UNITS GRADING PERMIT ISSUED REDEVELOPMENT TYPE 0CC LOAD FIRE SPR AREA CONST Y o N 0 YO NO YO NO Not Valid Unless Machine Certified - QTY. PLUMBING PERMIT- ISSUE QTY. MECHANICAL PERMIT. ISSUE 3 — SUMMARY/ACCOUNT NUMBER - EACH FIXTURE TRAP Jr , - 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 - EACH WATER HEATER ANDiOR VENT . BOILER/COMPRESSOR UP TO 3 HP , PLAN CHECK 001-810-00-00-8806 - EACH GAS SYSTEM 1 TO 6 OUTLETS , - BOILER/COMPRESSOR 3.15 HP TOTAL PLUMBING 001-810-00-00-8222 - EACH GAS SYSTEM 5 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 . HOOD/DUCTS . MOBILEHOME 001-810-00-00-8225 WATER SOFTNER , RELOCATION OF EA FURNACE/HEATER . MOBILEHOME PARK INSP - EACH ROOF DRAIN (INSIDE) - SOLAR - 001-810-00-00-8226 TOTAL MECHANICAL . STRONG MOTION FIRE SPRINKLERS 001-810-00-00-8227 880-519-92-33 -- TOTAL PLUMBING PUBLIC FACILITIES FEE 332-810-00-00-8930 QTY. ELECTRICAL PERMIT. ISSUE QTY. SOLAR -ISSUE - NEW CONST EA AMPSWT BKR COLLECTORS . SCHOOL FEE - DISTRICT I PH 3 PH . STORAGE TANKS . Carlsbad - EXIST BLDG EA AMP/SWT/BKR ROCK STORAGE ' Encinitas - I PH 3 PH . - PUMP . San Dieguito - REMODELALTER PER CIRCUIT - .. loo PLAN CHECK FEE ' San Marcos - TEMP POLE 200 AMPS - OVER 200 AMPS LICENSE TAX 001-810-00-00-8162 TEMP OCCUPANCY (30 DAYS) , MIFF 880'519-92-57 CREDIT DEPOSIT TOTAL ELECTRICAL - TOTAL SOLAR IF TOTAL FEES PAYABLE 1qE1JLLY EXAMINEOTHE COMPLETED APPLIAtION AND PERMIT AND DO HEREBY Espiration Every permll Issued bythe Building Official Underthe provisions ofthis * AN061-IA PETIM T IS REQUIRED FOR EXCAVATIONS OVER IFFY,,UNDER PENALTY OF PERJURY THATALL INFORMATION HEREON INCLUDING THE Code shall authorized 0i1hl5Ylimitation and become null and void It the building or work s0'DEEP AND DEMOLITION OR CONSTRUCTION OF permit is not commenced within 180days from the date of such or. ARE TRUEAND CORRECT. AND I FURTHER CERTIFY AND AGREE IF A PERMINS jmit. or iltst buildina authorized by such STRUCTURES OVER 3 STORIES IN HEIGHT [MAR50ONS TO COMELY WITHALL CITY COUN'IV AND STATE LAWS GOVERNING BUILDING CN p4ecg at any time.,,eer the work is commenced for a period 01180 days THER.PECFIED RETN OR NOT,.' I.ALSO AGREE TO SAVE INDEMNIFY APD I .LLW.APPROVED THE criv OF CARLSBAD AGAIN.ST ALLLIAB1L1TIES, JUDGMENTS, COSTS A)D 1A 1NLpGrz!ffE 'S e WH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEOUENCE OF TI* OWNER 9 CONTRACTOR 0 DATE BY TIN MLSS BY PHONE 0 -ks cL. /#—t - thereby affirm that have a Cerlif icate of consent to self-insure, or a certificate of Workers' Compensation In- surance, or a certified copy thereof fSec. 3800. Labor Code) POLICY NO. COMPANY Copy is filed with the city Certified copy is hereby furnished a CERTIFICATE OF EXEMPTION FROM WORKERS* COMPENSATION INSURANCE Ohio section need not be completed it the permit is for one hundred dollars ($100) or less) I certify that in Inc 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 Compen- nation Laws of California, NOTICE TO APPLICANT: If, alter making this Certificate of Exemption. you Should become subject to the Workers' Compensation provisions Of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. r 0 I hereby affirm that there is a construction lending ac agency for the performance of the work for which this per- 01 mIt Is issued (Sec. 3097. Civil Code) Z1111 I Lender's Name L Lender's Address________________________________ I USE BALL POINT PEN ONLY & PRESS HARD TYPE ' DATE INSPECTOR BUILDING FOUNDATION REINFORCED STEEL MASONRY GtÜIITE OR GROUT SUB FRAME 0 FLOOR 0 CEILING SHEATHING 0 ROOF 0 SHEAR FRAME EXTERIOR LATH INSULATION INTERIOR LATH & DRYWALL PLUMBING O SEWER AND BL/CO 0 PJCO UNDERGROUND 0 WASTE 0 WATER TOP OUT 0 WASTE 0 WATER TUB AND SHOWER PAN GAS TEST O WATER HEATER 0 SOLAR WATER ELECTRICAL O ELECTRIC UNDERGROUND Di UFFER ROUGH ELECTRIC O ELECTRIC SERVICE 0 TEMPRARY O BONDING 0 POOL MECHANICAL o DUCT & PLEM., 0 REF. PIPING HEAT - AIR COND. SYSTEMS VENTILATING SYSTEMS CALL FOR FINAL INSPEC77ON WHEN ALL APPROPRIATE ITEMS ABOVE HAVE BEEN APPROVED. FINAL PLUMBING ELECTRICAL MECHANICAL GAS BUILDING SPECIAL CONDITIONS 1 FIELD INSPECTION RECORD . REQUIRED SPECIAL INSPECTIONS INSPECTORS NOTES REQ. IF INSPECTORS INSPECTION CHECKED APPROVAL DATE SOILS COMPLIANCE PRIOR TO FOUNDATION INSP STRUCTURAL CONCRETE OVER 2000 PSI PRESTRESSED CONCRETE POST TENSIONED CONCRETE FIELD WELDING HIGH STRENGTH BOL1S SPECIAL MASONRY PILES CAISSONS .... FINAL BUILDING INSPECTION io' + PLAN CHECK NUMBER &5182 & 85182E DATE ______________ PROJECT NAME: : ,.: . MAINTENANCE 2433 Unicorn .. DEPARTMENII ADDRESS PROJECT NO _________________ UNIT NUMBER:._________________ PHASE NO : UNITS: . . . TYPEOF UNIT: N,UMBER OF . . . : CONTACT PERSON:. CONTACT TELEPHONE all_depts INSPECTED DATE (/' (/1 - INSPECTED: / 7i'' APPROVED..______ DISAPPROVED BY: ______________________ 1- - r— - INSPECTED DATE BY INSPECTED ____________ APPROVED ______ DISAPPROVED INSPECTED DATE BY _______________________ INSPECTED ____________ APPROVED ______ DISAPPROVED .- COMMENTS:--':, .•..- ' -. . -: .'. •. :. . . FINAL BUILDING INSPECTION 85-482 & 85-182E DATE:11586 -PLANCHECK NUMBER PROJECT NAME 2433 Un1conio ADDRESS PROJECT NO _________________ UNIT NUMBER _________________ PHASE 'NO TYPE OF UNIT SFD NUMBER OF UNITS 1 CONTACT PERSON CONTACT TELEPHONE: all depts INSPECTED/ BY: TECTED /////f APPROVED DISAPPROVED INSPECTED DATE S " BY:' INSPECTED: ___________ APPROVED ,. DISAPPROVED INSPECTED DATE. . .. . . . - S , . 1 • BY INSPECTED ___________ APPROVED ______ DISAPPROVED COMMENTS - S . • 4 51 - ,', S S . , . , ,•S • •, • • S • S . . , . . .. .5...' . .., •. 'S S 'S • '.4. • S '- . 5 ' •'4•'.. S • , •, '.5. S • •55'.•S •''• •.' . . . . S Rev. 1,186 PINK Planning GOLD Fire -: - --• - - •- - FINAL BUILDING INSPECTION : I74 85-182E - I1546 85-482 .& PLAN CHECK NUMBER: DATE: PROJECT NAME: - :• : 2433 Utcori4o ADDRESS PROJECT NO UNIT NUMBER _________________ PHASE NO TYPE OF UNIT _____________________________ NUMBER OF UNITS I CONTACT PERSON - CONTACT TELEPHONE all dpts : INSPECTED"'DATE BY:, INSPECTED APPROVED DISAPPROVED _______________________ ___________ ______ INSPECTED DATE BY ________________________ INSPECTED ____________ APPROVED ______ DISAPPROVED"- INSPECTED DATE '- BY: - INSPECTED: - - APPROVED-'_____ W. DISAPPROVED S COMMENTS -;.- - -.•-:. ::-T / Rev. 1186 IITE Suspense GREEN Engineering CANARY UtIIitles INK Planning~-dO Fire C ESGIL CORPORATION 9320 CHESAPEAKE DR.. SUITE 208 SAN DIEGO, CA 92123 - (619)560-1468 DATE: /2-:9/g5- JURISDICTION: PLAN CHECK NO: PROJECT ADDRESS: PROJECT NAME: APPL FILE COPY UPS DESIGNER 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 U 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 U copy 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. -I Esgil staff did advise applicant that the plan check has been completed. Person contacted: Date contacted: Telephone #__________________ REMARKS:_____________ BY: r ENCL: ES L CORPORATION ESGIL CORPORATION 9320 CHESAPEAKE DR.. SUITE 208 SAN DIEGO, CA 92123 (619) 5601468 DATE:________________________________ . DA.PrRLI-CAN.T' (D IION JURISDICTION: 0 PLAN CHECKER FILE COPY PLAN CHECK NO:8—/8'-Z 0 UPS DESIGNER PROJECT ADDRESS: 2483 Or)/,e,wôSr. 0 The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. El The plans transmitted herewith will substantially comply with the jurisdiction's building codes, when minor deficien- cies identified on the enclosed check list are resolved and checked by building department staff. The plans transmitted hgrewith have major deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. 0 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. 0 The applicants copy of the check list is enclosed for the jurisdiction to return to the applicant contact person. -. O 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. O Esgil staff did advise applicant that the plan check has been completed. Person contacted:___________________________ Date contacted: • Telephone I_____________ REMARKS: ENCL:/ç7L_ ES9L CORPORATION Form 31584 II Openable window usa must, be 1/20 of the floor area and a minimum of S square feet. In bathrooms, laundry rooms and similar rooms. Minimum is 1.3 sq.ft. (Sec.1205(a) V(One-half of all required window area must be openable in 30 eSZ t r are not provided. Sec. 1205(a) water closet compartments und rooms an similar rooms if required a providing five air changes per hour I Provide mechanical ventilation capable of c. No habitable room, other than a kitchen, shall be less than 70 in any dimension. Sec. 1207(c) 31. Show that ceiling height for habitablp / rooms Is. a minimum of 7161. Sec. 17(a) E3 APPLICANT COPY C3 CITY COPY C3 PLAN CHECKER COPY Citp of Cartbab Submit fully dimensioned plot plan drawn to scale showing location size. and use t -u of all existing and proposed structures on the lot. Identify property Un.. and I4')P40 éI show tot dimensions and all easements. () c L 2FPo4 ?r Show location of all cut or fill slope. and approximate finish floor elevations for all structures and show elevations at all cornets. See. 302(b)7. >1. Indicate distance from center-line of street or alley to property line and distance from 7&,6 ouch to property line. Sec. 302(b)7 JURISDC1'XOtl* DAT! PROJECT ADDRESSs g 483 tIivioei..iio 'i - Plan., specifications and calculations shall be signed by a California State licensed engineer or architect. (California TO, _,9.iqJl7- Business and Professions Cede) S. FIRE PROTECTION Walls closer than 3 feet to property lines shall be one-hour fire-rated construction, PLAN cO1':!C?Y0W Sfl? have no openings, and shall have 30 inch parapets when the building floor area exceeds SIN= FAMILY AND oupLzz Dwnxru= 1.000 square feet on any floor. (Table 3-A Sec. 1709(a) Plan Check No _V - Date plans received by jurisdiction/VW. 1/,/9.S_ Date plans received by plan checker 4iv. '/31C Date initial plan check completed.fl'&_by1 FOREWORD- PLEASE READ TeL (619) 340-14*) 4//fsJ85- Plan check is limited to technical requirements contained in the Uniform Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Cods 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 nay have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department or other departments. The items circled below need clarification. modification or change. All circled items have to be satisfied before the plans will be in conformance with the cited codes and regulations. Per Sec. 303 (c), 1979 Uniform Building Code. the approval of the plans does not permit the violation of any state, county or city law. . PLANS I 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. tag , 2 To facilitate rechecking, please identify. Lthe to each circled ftc. the sheet of ans upon which each correction on heet has been made and return this sheet with the revised plans. Indicate on plans the name of t e legal f owner and name of person responsible for the preparation #f the plans. Sec. 302(b) 'R iI2ID projections, including eaves may not extend more than 12 inches into the 3 foot setback from the property line. See.. 1710 and Sec. 504(b) Projections, including eaves, shall be one-hour fire-resistive construction, heavy timber or of non-combustible material if they project into the 3' setback area from the property line. Sec. 1710 l Show locatio of permanently wired sioke c or. cc. 1210 Y C. ROOM SIZES, 1.1CR?, VENTILATIONS AND CLAXINC K Ono room must contain a minimum of 150 square feet of superficial floor area. Sec. 1207(b) $'. Habitable rooms, other than kitchens, shall f contain at least 70 square feet of floor area. Sec. 1207(b) Window area must be at least 1/10 of the f floor area and a minimum of 10 square feet per Sec. 1207(a). Appears to be deficient in Show ceiling height for laundry rooms, I hallways, corridors, and bathrooms is a minimum of 7'0". Sec. 1207(a) 3/ Provide 30 clear width for water closet compartments and 24 clearance in front of water closet. Sec. 1711(b) 4'. No cooking room shall be used for sleeping ' purposes, unless complying as an efficiency living unit. Sec. 1208 Specify safety glazing for glazing in hazardous locations such as glass doors, glazing adjacent to such doors and glazing adjacent ALL,so shall satisfy the following: 'a. Provide handrail for stairways over 30" high when serving a single dwelling. Title 24, Sec. T25-22(b) Handrail shall be 30" to 34 above the nosing of treads. Sec. 3305(j) Handrail projecting from a wall shall have a space not Less than 1 1/2" between the wall and the handrail. The hand grip portion of handrail shall be not less than 1 1/4" nor more than 2 in cross-sectional dimension. Sec. 3305(j) (see attached) to walking surfaces. Sec. 5406 Every stairway landing shall have a dimension, P 37 Glazing in shower and tub enclosures measured in the direction of travel, at (including windows) shall be tempered, least equal to the stairway width. laminated or approved plastic. Sec. 3305(g) Sec. 1711 (f)(g) 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". Sec. 1204 Provide details of winding stairway. S a. Minimum tread is 6 inches at any point and minimum 9 inches at a point 12 inches from the side of the stairway. Maximum rise is 9 inches. Minimum width is 30 inches. Sec. 3305(d) (see attached) Provide spiral stairway details: Minimum run is 7 1/2 inches at a point from where the tread is the narrowest. Maximum rise is 9 1/2 inches. Minimum headroom is 6 feet 6 inches. Sec. 3305(f) , D. EXITS, STAIRWAYS, AND RAILINGS )(SPrjai stairways may not be used for required I than 36" in width and not less than 6'-8' handrail. Sec. 3305(f) 4/. Required exit doorways shall be.not less space of 26 inches between the column and 4. Floors above the second story shall have 400 sq. ft. Sec. 3305(f) not less than 2 exits. Sec. 3302(a) in height, and shall be capable of opening 4. Spiral stairways must have a clear walking exits when the area served is greater than (see attached) at least 90 degrees. Sec. 3303(e) s Provide I.C.B.O. Reasearch Report and Number for metal stairway, or submit plans and 41. Provide 36" high protective railing for calculations and approved fabricator / porches, balconies, and open sides of landings. registered with the Building Department Maximum opening between railings shall be or note that the stairway fabrication shall less than 9". Sec. 1716 be done under special inspection per the approved fabrication plans. Sec. 306(a)48 0 . Show how guardrail connection details are and Sec. 306(f) adequate to support 20 pounds per lineal foot at a right angle to the top rail. 5I In buildings over 2 stories in height, provide Table 23-B I 3/4 hour fire-rated assemblies for all 44. Provide stairway and landing detail openings in the exterior wall below or within Spec. 3305(b) & (c) way. An exit balcony with 2 separated 10 feet horizontally of an exterior stair- Maximum rise 8" and minimum run is 9". stairways is exempt. Sec. 3305 Minimum head room is 6-61. 1. Exterior stairways shall not project into / the 3 foot setback from the property lines. Minimum width is 30". Sec. 3305(n) Eaves and cornices may not project into a required yard more than 2 inches for each foot of yard width if required windows open into the yard. Sec. 1206(d) 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, and the mezzanine floor must have a clear height of 7 feet, above and below,and must have 651 of the long side open to the room below. The loft you show does not comply as a mezzanine floor and is. by Building Code definition, a story___________________________ 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. Sec. 3305(g) A door may open inward at the top step of 1' a stairway provided the top step is not more than 7 1/2" lower than the floor Level. Sec. 3303(i)2 I AThe walls and seffits of the enclosed useabte pace under interior stairs shall be protected on the enclosed side as required for one-hour fire-resistive construction. Sec. 3305(m) minimum construction specifications shall / be made a part of the approved plans. (See attached) E. ROOFING Specify reef pitch. IJ4'. Reef pitch is net adequate for reef type ( specified. Specify minimum pitch of__________ a72 Specify roof material and application. Specify Z.C.B.O. approval number for reef materials not covered in USC. Specify roof slope for drainage or design to support accumulated water. Sec. 3207(a) Show roof drains and overflows. Sec. 3207(a) 76 Provide skylight details to show compliance with Sections 3401 and 5207 or provide ICBO T approval number. I Provide plastic roof panel details to show compliance with Section 5206 or provide ICSO number. Show attic ventilation. Minimum vent area is 1/150 of attic area or 1/300 of attice area if at least 50% of the required vent is at.least 3 feet above ceiling joists. See. 3205(c) H. MASONRY 31 Provide fireplace construction details or note construction to be per attached fireplaci standard drawing. Sec. 3707 Show veneer support and connections comply with Sec. 3002. 4.5.6. and Sec. 2516(a) regarding ties and 19 wire in horizontal joints or note construction to be per attached sheets 30-1 or 30-2. Show height and construction details of all masonry walls. Chapter 24 Note that cleaneut openings shall beprovided at the bottom of all cells to be grout filled over 4' in a single pour. Cleanout shall be sealed before grouting, after inspection. Sec. 2415 71. Show floor and roof connections to masnry walls. Connection shall resist 200 pou o nds per lineal foot or the actual design load, whichever is greeter.. Sec. 2310 Provide material specifications for mortar. grout, masonry and reinforcing steel. Sec. 2403 iI'. Show how masonry house walls retaining earth are to be waterproofed. Provide detail. 114 Note that special inspection of the masonry will be required fer ______ C. GARAGE AND CARPORTS 10 .Garage requires one-hour fire protection on the garage side of walls and ceilings common to the dwelling. Table 5-6 Sec.503(b) )di.A1L elements supporting floor above garage to have one-hour fire-resistive protection on the garage side. Sec. 503. Beams and pests, not within the wall or ceiling cen- struction, must comply with USC. Table 43-A. or be minimum 6" dimension beam and minimum 8" by 8" post. 0 Show 1 3/8" solid core self-closing deer for openings between garage and dwelling. Sec. 503(d) 1p'l. Garages are not permitted to open into 7 a room used for sleeping purposes. See. 1104 Openings between carport and residence / require self-closing doers and stationary windows. Sec. 1214 Show garage framing section, size of header / over garage opening, lateral cross bracing at plate line and method of bracing garage front. Chapter 23 NOTE: Minimum plywood diaphragm ratio is 3 1/2 to 1 or 2'8". Table 24-I Doers between dwellings and attached garages I' may swing in either direction provided the difference in floor elevation between the dwelling and garage does not exceed 7 1/2 inches and provided the door is not used as the primary means of egress from the. building. If the difference in floor elevation exceeds 7 1/2 inches, or if the doer is used as the primary means of egress from the building, additional steps or landing must be provided in accordance with stairway requirements, and the door must not swing over the depressed level. (see 3303(i)2 and 3305 (g). 10. Provide 18" raised platforms for any FAU, I water heater, or any ether device which may generate a flame or spark. 194. Note that continuous fire wall protection I shall be installed behind raised platform(s) prior to framing platform. 1 9. Note on plans that"A soils engineer shall evaluate any unanticipated uncempacted fill or expansive soil or other soil problems disclosed during construction". Sec. 306(a)12. 1:0. Submit sails classification determination by a licensed engineer or architect based on observation, tests, borings, or excavations, and containing comments on the degree of expansiveness, compressibility and bearing value. Sec. 2905 . Note on the plan the soils classification. whether or not the soil is expansive, and note the allowable bearing value. Sec. 2905 12 . The foundation plan does not comply with the soil report recommendation for this project Provide notes on the foundation plan listing the soils report recommendations for foundations. slab and building pad preparation. 12 . 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 accor- dance with the soils report: the utility trenches have been properly backfillecf and compacted, and: the foundation excavations, forming and reinforcement comply with the soils report and approved plan." I . Provide spread footings for concentrated loads designed for 1,000 PSF soil bearing or per bearing value as determined by an engineer or architect. Chapter 29 34. Show height of all foundation walls. Chapter 23 JI7. Show height of retained earth on all foundation walls. Chapter 23 Y . Show distance of foundation to edge of cut or fill slopes and show steepness and , heights of cuts and fills. Chapter 29 1/9. Note on plaits that wood shall be 6" above / finish grade. Sec. 2417(c) 7. 13 Note on plans that surface water will drain away from building and show drainage pattern and key elevations. Sec. 2905(f) Dimension foundation per Table 29A. TABLE NO. 29.A—FOUNDATIONS FOR STUD BEARING WALLS—MINIMUM REQUIREMENTS DEPTH OF FOUNDATION WIDTH ThICKNESS BELOW NUMBER THICKNESS OF OF OF NATURAL OF FOUNDATION WAIl. FOOTING FOOTING SURFACE STORIES (ItASS) (Inches) (Inches) OF GROUND AND FINISH COIIUETE UNIT MASONRY . GRACE (Inches) 1 6 6 12 6 12 2 8 8 15 7 18 3 10 10 18 8 24 NOTES: Where unusual conditions or frost conditions are found. footings and foundation: shall be as required in Section 2907 (a). ) The ground under the floor may be excavated to the elevation of the top of the footing. 1X_,Show foundation sills to be pressure treated. or equal. Sec. 2517(c) 3.. Show foundation bolt size and spacing. U Sec. 2907(e) Specify size, !CBO number and manufacturer of power driven pins. Show edge and end distance and spacing. Sect. 306(f) )) Show size, imbedment and location of hold down anchors on foundation plan. Sec. 2312(f) Note on plan that hold down anchors must be tied in place prior to foundation inspection. Sec. 2312(f) Show adequate footings under all shear walls. Sec. 2311(e) y'. Show stepped footings for slopes steeper than 1:10. Sec. 2907(c) 4 P. Show minimum 18" clearance from grade to Fro it, bottom of floor joists and minimum 12" clearance to bottom of girders. Sec. 25 e. ).4 Show pier size, spacing and depth into 94~4I undisturbed soil. Table 29-A . Show minimum under floor access of 18"x 4"A'0 Sec. 2517 Show minimum under floor ventilation equ 1 to 1 1/2 sq. ft. for each 25 lineal feet of exterior foundation with openings as close to corners as practicable to provide (ijj(f) cross ventilation on at least two approxima e- 1y opposite sides. Sec. 2517 166'. Show all joists, rafters, beams, and P05 5$ f 2" to 4" thick to be No. 2 Grade Douglas 5" and thicker shall be No. I Grade Dout Pi as r-Larch or better. All posts and bee 5 /. Fir-Larch or better. (Table 25-A-1) Show wall bracing. Every exterior wood eA stud wall and main cross partition shal be braced at each end and at least ever 25 feet of length with 1x4 diagonal \\ let-in brace or equivalent. Sec. lSlB(t)S CA OK Note cross bridging or blocking. Floor joists and rafters more than 12" in depth and spanning more than 8 feet shall be supported laterally by bridging at intervals not exceeding 8 feet. Sec. 2506(g) Show blocking at ends and at supports I of floor joists, and for rafters at exterior walls. Sec. 2506(g) Show solid blocking at ridge line and at exterior walls on trussed roofs. Sec. 2506(g) Show double joists. Floor joists shall be doubled under bearing partitions running parallel with the joists. Sec. 2518(d) 5 Show rafter ties. Rafter ties shall be spaced not more than 4 feet on center where rafters and ceiling joists are not parallel. Sec. 2518(h) Show rafter purlin braces to be not less than 45 degrees to the horizontal. Sec. 2518(h) 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 40" lap splice. Sec. 2518(g)4 Show nailing will be in compliance with Table 25-P. Provide fire stops between stories, between top story and roof space, at ceilings and floor levels in interior and exterior walls, in mansard roof or eyebrow so no concealed or furred space is greater than 10' horizontally or vertically, between stair stringers at top and bottom and between studs along and in line with stair run adjoining stud walls and partitions, at perimeter of sliding door pockets, between chimney and wood frame using metal or incombustibles for the fire stop and at other places that could afford passage / of flame. Sec. 2517(f) Show stud size and spacing. Maximum allow- able stud heights: 2"x4"@ 16" is 14': 3"x4"52"x6"8 16"o.c. is 20'. Sec. 2518(9)2 Note an A.I.T.C. Certificate of Compliance for glued laminated wood members shall be given to the Building Inspector prior to erection. Sec. 306(f) Detail all post to beam and post to footing connections. Sec. 2517(c) 4 175 Specify nail size and spacing for all shear walls, floor and roof diaphragms. Indicate required blocking. Maintain maximum diaphragm dimension ratios. y1't (Tables 1,J,K). Show 3"x4" or 2"x6" studs in first story of three, story building. Sec. 2518(f) Provide truss details and truss calculations. . Provide roof framing plan. Sec. 302(a)7 Provide framing sections through_____________ Section 302(a) 7 Specify all header sizes for opening over 4' wide. Sec. 2518(g) 7 — Provide calculations for fEE I1S 117 Section 302(a) 7 In areas subject to water splash and in exterior locations, wood columns and posts shall be supported by piers projecting t least 2" above the finished grade and bhall beer on a metal base plate or created piood unless the columns or posts are foun- ation grade redwood or cedar. Sec. 2517(c)4 swm Ps) CAI 0T2. PS" s'v 80. Var Show location of attic access with minimum Show )4I. Show access to the attic or under floor be 22" x 30. sec. 3205 furnace to minimum 30 inches by 30 184. Show draft separation for attic areas ' inches. Sec. 708 4 709 UMC In excess of 3.000 sq.ft. Sec. 3205 Note that passageway to the attic furnace Show draft separation. for space between shall be unobstructed and have continuous solid flooring not less than 24 inches / dropped ceilings and floor above in excess wide. Sec 708 UMC of 1.000 sq.ft. Sec. 2517 p. Show permanent electrical outlet and 186. Specify plywood grade and panel indenti- lighting fixture controlled by a switch fication index. Table 25-J for the attic furnace. Sec. 708 UMC 187. When roof pitch is less than 3:12. design )/l. Show details to comply with Section '709 ridge as A beam. Sec. 2518 (h) for furnace under the floor, Section 708 for attic furnace, or Section 710 for 188. Wood shear walls shall not be used to roof or outside furnace. resist horizontal forces contributed by /2. Note on plan, gas vents and non-combustible masonry in buildings over one story in piping passing through three floors or height. Sec. 2516(b) less shall be effectively draft stopped 189. Gypsum lath and plaster, gypsum sheathing at each floor or ceiling. CJBC Sec. 1706(a)6 board and gypsum wallboard shall not be used in vertical diaphragms to resist K. ELECTRICAl. (National Electrical Code) forces imposed by masonry or concrete All wiring shall comply with the National Electrical construction. Table Code. 190. If cripple wall studs are less than W. 22 Note on the plan the amperage of electrical framing shall be solid blocking. Sec.2Sl8()6, service. 191. Cripple wall studs exceeding 4 feet in If the electrical installation is more height shall be 3 inch by 4 inch or 2 an 200 amperes, show panel location inches by 6 inches when supporting 2 stories, and provide a single line diagram and \ Sec. 2518(9)6 load"calculations ine1udin. Wiring method employed Sizes of all conductors, switches, circuit breakers, fuses, and conduits. Approximate length of service feeders. Provide plot plan showing services, all panel locations, circuit arrangement and load distribution on panel busses. Provide typical panel schedule(s). A. Dwellings require minimum 100 amp service. 2 2 Show location of all electrical receptacleS. 2 . Electrical receptacle locations and/or P, spacing is not adequate in . At least one receptacle shall be installed outdoors, in basements and attached garages, other than laundry outlets. Art. 210-25(b) . Show minimum dwelling lighting (NEC. Art. 210-26(a) and GF!S in garage, baths and outdoors. NEC Art. 210-8(a). Art 250 81 L. PLUMBING (Uniform Plumbing Code) All plumbing shall comply with the Unifrom Plumbing Code. Yi. Show water heater size, type and location on plans. c. Show method of providing combustion air to fuel burning water heater. Sec. 1307 Fuel combustion water heater shall not be installed in bath or bedroom or in a closet opening into bath or bedroom. Sec. 1309 Provide adequate barrier to protect water heater from vehicle damage. Sec. 1310 /2( Show T and P valve on water heater and show route of discharge line to exterior Sec. 1007(e) C ucn01 asia. a 11S UC £110 1.0£ •ca MusIc. ..y stairway. Sec. 704 IJMC Provide dryer vent to outside. cnc Sec. 1903 29g. Furnace shall not be installed in any / bedroom, bathroom, closet, or in confined Note on the plan that hose bibbs and lawn space with access only through such room, sprinkler systems shall have approved unless specified as direct vent appliance, backf low prevention devices. Sec. 1003 enclosed furnace or electric heating appliance. Sec. 704 UMC y(. Shower stall shall accomodate a 30"eircls and have a minimum floor area of 900 sq.in. 2.1c. Show ICB0 approval for prefab fireplace UPC 909(d).' f and provide approved installation instructions at job site. 492. Show plywood sheathing over exposed eaves, or other weather exposed areas, is exterior _ grade. Sec. 2517(g) 3 93 Show a weep screed at the foundation plate line on all exterior stud walls to be stuccoed. Sec. 4706(e) 4. Provide an approved waterproof building paper under wood siding. Sec. 1701(a) 1$'. Specify an approved flashing for exterior openings and parapet walls. Sec. 3208 Show corridor width to be minimum 36". Sec. 3304(b) Specify truss layout for 30" x 30" attic access. Ridges, hips, and valleys shall be at least one size larger than supported rafters. Sec. 2518(h) 3 Provide metal straps across ridge beam and rafters. J. MECHANICAL _J9. Note "UFER" ground to be provided (NEC). All heating, ventilating, and cooling systems and appliances shall comply with the Uniform Mechanical Code. 3P4 Show the size, location and type of all heating and cooling appliances or systems. Show source of combustion air for furnace will comply with Chaper 6, U.M.C. 2f. Every dwelling unit shall be provided with 6 heating facilities capable of maintain- ing a room temperature of 70" F. at 3 feet above the floor in all habitable rooms. Show basis for compliance. USC Sec. 1211 2$. Show minimum 30" deep unobstructed working space in front of furnace. 2)4. Note on plans. clearances to be per manufac- turers listing. Sec. 704 UNC 0.. ------k_Il --a k •__s_11_.l .... 23/ MA 1 / ,40 13% :NSULATTON (OUPtEXESI -:-And .etaits at duplex common iparty "ails I and loor.testsnq .issumoi&UI to 3CfiuSV a Sound TranfiVILSS&Oft :aas tr racing in .e11i of 30 Iecibi.,i and an Impact (naulatiOn Class UII) rating on flour. ceiling of 30 discibies. Title 25 Show flow penetration at asaumalles for piping. electrical devices. recessed cabiflsts. batntubs. soffits. or heating ventilating. or exnaust ducts sn&Ll be sealed. Lined. or insulated to maintain required sound transmission rating. Title 25 Provide insulation in wells and ceiling to acnieve SrC of 30 between garage and Living area it garage use is not controlled by resident Title 25. IGY CC!RVA?!ON, Plea" Read New State Mandated Regulations (Calif. Main. Code) became effective Jun. 16. 1963 and require that the design satisfy one of the alternative 4'Note that heating or cooling systeess energy packages (s.n attached packages A. B, C. 1. 2. 3. 4 and Al 163). The law also requires that many mandatory consurvation tens be satisfied. is in Zen._______ Copies of the Residential Energy Conservation Manual may be obtained from, Publications Unit, California Energy Commission, 1111 Have Ave. l-50. Sacramento. California 95625, (Tel. (916) 920-6216)). California Building Officials also maintain a telephone "hotline*between 10:00 A.M. and Neon and 1:00 P.M. to 4:00 P.M. at (916) 456-3623. e 6). Specify material to be used under the 303 Specify lath and plaster to comply with shower tile. Sec. 1707(a) Chapter 47, USC. 304 Two 3/4 copper pipes Must be installed from water heater location to convenient Location of future solar panels (City Ord.) 7 Provide sleeves (roof jacks) in roof for two future 3/4 copper pipes to cunvenient location of future solar panels (City Ord.) ,. Note that solar water piping is to be insulated in areas that are not heated or cooled. (City Ord.) 0 Building plans are substantially correct and complete. By:___________________________________ Date:_______________________________ Note at the exterior wall fireplace ir.place to have minimum six square inches of outside air; to have glass or metal door covering the entire opening of the firebox; to have tight-fitting damper with readily accessible control and should not have a continuous burning pilot light". Note ducts shall comply with Chapter 10. 1976 WIC and shall he tightly sealed with mastic or tape. P14. Note at the water heater location Ouster heater to have wrap of 6-12 external insulation. Note, where water heater is in unconditioned space, thefirst five feet of outlet pipe to have 6-3 wrap. 3IS. Note all circulating hot water pipes in unconditioned spaces shall be insulated. 1t. Note that all gas fired heating and I cooling appliances, showers and faucets shall comply with the Energy Efficiency Standards. 30. Show, at bath and kitchen, that the general lighting shall have an efficiency of not less than 25 lumens per watt i.e. florescent. I transmission rating. Title 25 ,0• Show on the title sheet of the plans, the alternative energy package that was selected i.e. A. 3, C. 1, 2, 3. 4. or Al 163 to show compliance, and Provide calculations and ether data, appropriate to that selected package. The responsible designer should sion a statement, on the plan title sheet. The design submitted substantially conforms to the Energy Regulations for Residential Buildings. Show the 6 value for the walls and ceiling and related areas. Note that the insulation used shall comply. with California Quality Standards. Note the insulation installer shall post a signed certificate, in a conspicictas place in the building, stating the insulation complies with Title 24, Chapter 2-53 and Title 20, Chapter 2. Subchapter 4, Article 3. Note doors and windows, including skylights. between conditioned and non-conditioned space shall be fully weatherstripped. Note on the framing plan that weather- stripping, caulking or sealants must be used to limit filtration in the building envelope at the following locationsi Exterior joints around windows and door frames: between wall sole plates and floors. and i.iween exterior WALL P881612; penetrations in walls, ceilings, and floors for plumbing, electricity, and gas lines; openings in attic floors; and all other openings in the building envelops. Not, that doors and windows to be certified and leaded as complying with the Energy Regulations. 7 Note fans exhausting air to have back draft dampers. S / (except heat pumps) shall have an automatic thermostat with mechanism which can be manually programmed to automatically set back the thermostat set points for at least two periods within 24 hours. Show the six., type and location of I the space heating (or cooling) system and provide energy calculations If the output ITU/Nr. exceeds 45,000 RTUIHr. J output. Show aeks and model for PAP aid meter heater are on State app.owed list. 25'(. Outdoor pools vain fossil fuel heaters I require pool covers as veil as ooner energy saving devices 5uc5 as time cloczs. etc. T20-1406 0. 11ISCLAN!OUS Show a minimum 2 air space and flashing I between planter and building walls. Sec. 2517(e) O Building plans would be substantially correct and complete is amer corrections are made at counter. By: Dates O uilding plans require ma jor corrections and complete plan recheck, by plan check engineer, is required. By: Date,______________ If you have any question, regarding this Ian check, please call_ TlVtA _________ at i1) So I '4—c —. we would also be pleased to most with you, at no charge, if additional assistance is needed. a U21 qi S h o 1iQA'ryi &. 'e"a- s vt c) vvi tarm ?l(o s () W v-ss C-v tor 'e Y\.o1 rrLLç' #D C-. 0 a-f 150 h 2. ( 4-Th U YrV i4- . -&zyz - r1c, v4 g. CiLA, c.nv.' c'vr1 e 04 rY11U'1' ..oYv1 L000g CY1Ir U OUS 1 WOt)O 4 e(2.vv,e Wi $-S IS + c.r 4! C-0 So ac4-y, ss - c) s-co - 8 S S I JGIL CORPOR A T I O N ] The f;llowing are r e q u i r e m e n t s f o r o u t l e t s p a c i n g : 1.'here shall b e n o p o i n t o n t h e w a l l s b e t w e e n t h e a r r o w s more than 6 ' f r o m a r e c e p t a c l e . 2A receptac l e i s r e q u i r e d f o r a n y w a l l s p a c e 2 4 " o r w i d e r . 3.The wall s p a c e a f f o r d e d b y f i x e d r o o m d i v i d e r s s h a l l b e i n c l u d e d in the 6' m e a s u r e m e n t o n b o t h s i d e s . D i v i d e r s m a y b e s o l i d o r o p e n . 4-The firep l a c e i s c o n s i d e r e d t o e x t e n d 1 2 " o n e a c h s i d e o f t h e f i r e b o x 5-For fixe d g l a s s p a n e l s a n d s l i d i n g g l a s s d o o r s i n e x t e r i o r w a l l s sheet 1. 6. Receptacl e s ' spaced pe r 1 a n d 2 a b o v e a r e r e q u i r e d , e x c e p t a t s t e p s , along the fl o o r l i n e o f s u n k e n r o o m s w h e r e e l e v a t i o n c h a n g e e x c e e d s 8 ' To determine t h e l o c a t i o n o f a r e c e p t a c l e o u t l e t , t h e m e a s u r e m e n t i s t o b e m a d e along the flo o r l i n e o f t h e w a l l a n d i s t o c o n t i n u e a r o u n d c o r n e r s o f t h e r o o m , but is not to e x t e n d a c r o s s d o o r w a y s , a r c h w a y s , f i r e p l a c e s , p a s s a g e w a y s , o r o t h e r space unsuita b l e f o r h a v i n g f l e x i b l e c o r d e x t e n d e d a c r o s s it. RECEPTACLE SP A C I N G I N B E D R O O M S 00 - 0 0 '0 This wall less than This wall les s t h a n 3' no recepta c l e : 2' no recept a c l e ; more than 3' more than 2' receptacle re q u i r e d receptacle re q u i r e d IF A COUNTER TOP PROJECTS MORE THAN 60 FROM A WALL THEN AN ADDITIONAL RECEPTACLE IS REOUIRED. NO POINT ALONG 514*0(0 ARROW SHALL BE MORE THAN 6.0" FROM A RECEPTACLE. ISic. 210251511. 111 0 ji - 10 VIA I,I RECEPTACLE ICHINOSTOVE rYPICAL WALL REC(PTACL - I A RECEPTACLE LOCATED AT FLOOR LEVEL IS ACCEPTABLE BUT NOT RECOMMENDED DUE TO LIMITATIONS IMPOSED BY THE 61 CORD AND PROBLEMS PERTINENT TO FLOOR MOPPING OR FLOOR WAXING. ES.c.21025151 I. MOVES I AT LEASE TWO TO AMP APPLIANCE CIRCUITS ARE REQUIRED IN THE I.ITCHEN IN ADDItION 10 THE LIGHTING CIRCUITS A LITCl4N CLOCK. RANGE VENT 1.000. GARIAGE DISPOSAL OR A 0151* WASHER MAY Ut OFI EItHER THE LIGHTING OR INC APPLIANCE CIRCUITS PROVIDED 1.11 CIR- CUITS ARE NOT OVERLOADED AND ARE CALCU LA ED IN ACCORDANCE WITH S&CTIOI*S1IOfl. 210231.1. MI. flIT 31b1 AND 430 01 THE IBIS EDITION OF THE 1975 NATIONAL ELECTRICAI CODE. 3. THE RECEPTACLE OUTLETS REOUIREO UT THIS SECTION SHALL BE IN ADDITION TO ANY RECEP- TACLE THAT IS PART Of ANY LIGHTING FIXTURE OR APPLIANCE. LOCATED WITHIN CABINETS OR CEP$OARDS.ORLOCATEDOVER5PEET ABOVE THE FLOOR. IS.k.TIOTSIBI. AN APPLIANCE TOP SURFACE MORE THAN IrLONG THAT IS AN INTEGRAL PART OF A PORTABLE A??. LIANCE DOES NOT REQUIRE A RECEPTACLE DUE TO TUE PORTABILITY IF TIlE SURFACE ABOVE THE APPLIANCE IS A BUILT IN SURFACE NOT READILY SUBJECT TO MOVEMENT. ACOUNTER RECEPTACLE WOULD SE RICUIRED ONT11( BASIS THAT THERE IS A COUNTER MORE THAN IT LONG. ISOC. 210 25(51. I ESGIL CORPORATION] 1COUNTER SPACES IN KITCHEN AND DINING ROOMS. I SUCH AS THOSE SHOWN BY SHADED ARROWS. MUST I BE SUPPLIED WITH RECEPTACLES IF THE COUNTER ] IS OVER 12 LONG. A PORTABLE APPLIANCE f1 LOCATED ANYPLACE ON A COUNTER MUST ALSO BE WITHIN BO" OF A RECEPTACLE WITHOUT STRETCH- ING CORDS ACROSS SINKS. BEHIND RANGES. ETC. 210 75151 I. L1h LIIIILIJ L JLJJ1 . IJ U • ] _________ IIj I ih. II II - I II I II I ELEVATION A RECEPTACLE IS ('EO TO POMSR A REFRIGERATOR ' I BUT IS REAOILY ACCESSIBLE. THE RECEPTACLE MAY U ICOUNTED AS A REQUIRED WALL RECEPTACLE. OR MAY I ALSO BE COUNTED AS A REQUIRED COUNTER TOP L.ECtPT.CLt IS.c. 210.2Mb) I. A RECEPTACLE LOCATED BEHIND A REFRIGERATOR WHERE THE RECEPTACLE IS NOT READILY ACCESSIRII DOES NOT COUNT AS ONE OF THEACQUIREDCO JNTER TOP RECEPTACLES OR WALL RECEPTACLES. . IS.c.TI07b4b*I. O RECEPTACLE REQUIRED FOR INTEGRAL STOVE AREAS LESS THAN I1 LONG THIS (OULD ALSO APPLY TO AN ISLAND SlUR OR T0'E IS.c. 2*0 25*51. CM-F~ --iqll CLAN VIEW OF A BUILT-IN STOVE TYPICAL RECEPTACLE LOCATIONS IN KITCHENS ONLY IREQUIREMENTS FOR DINING. LIVING. FAMILY. BEDROOMS. LAUNDRIES & SIMILAR ROOMS HAVE PURPOSELY SEEN ONITTEDI RECEPTACLE SPACING AT SLIDING GLASS DOORS 1. A floor type receptacle shall not be required in any traveled portion of a sliding glass door opening. ' Sliding glass doors, 12 feet in width or.greater, with no fixed panels, shall have a receptacle placed On each side within 6 feet of the opening. Other receptacles will be evenly spaced throughout the room. S. A sliding glass door with fixed panels shall not require floor receptacles in the traveled pathway of the sliding portions. Floor outlets placed within 12 inches of the wall at the fixed glass locations are acceptable in lieu of wall outlets. 4. Fixed glass walls are subject to Article 210-25(b) and floor receptacles within 12 inches of the wall are acceptable. -O"MAX. 6-O" MAX. Fi- MOUNTED I tqFLOoR MOUNTED %W FIXED FIXED I. I '\ 1 'MORE THAN G'-O"' 6-OMAX. FIXED I I FIXED LESS THAN 6-0 6'-O"MAX. 1• 6-O"MAX. .J IJ_ . '- LESS THAN 6•:.0" G°-O" MAX. 6 -O" MAX. ,—FLOOR MOUNTED FIXED -MORE THAN 24' 6-O" MAX. 1' 1 ,— FIXED -MORE THAN 24' o FLOOR MOUNTED ANY SIZE '---ANY SIZE AX. G'-O" MAX. a . I - t• - - I ; - - 4. S-O"MAX. II. . G-0'MAX. FIXED L FIXED__________________ LESS THAN 6-0" 6'-O"MAX. ACCEPTABLE HANDRAIL DETAILS [Section 3306 WI 1W Section; 3306': 1982 EDITION. UNIFORM BUILDING CODE (j) Handrails. Stairways shall have handrails on each side, and every stairway required to be more than 88 inches in width shall be provided with not less than one intermediate handrail for each 88 inches of required width. Intermediate handrails shall be spaced approximately equally across with the entire width of the stairway. EXCEPTIONS: 1. Stairways 44 inches or less in width and stairways serving one individual dwelling unit in Group R. Division I or 3 Occupancies may have one handrail, except that such stairways open on one or both sides shall have handrails provided on the open side or sides. Private stairways 30 inches or less in height may have handrails on one side only. .. Stairways having less than four risers and serving one individual dwelling unit in Group R. Division I or 3. or serving Group M Occupancies need not have handrails. . Handrails shall be placed not less than 30 inches nor more than 34 inches above the nosing of treads.. They shall be continuous the full length of the stairs and except for private stairways at 'east one handrail shall extend not less than 6 inches beyond the top and bottom risers. Ends shall be returned or shall terminate in newel posts or safety terminals. The handgrip portion of handrails ihall be not less than 11/4 inches nor more than 2 inches in cross-sectional dimension or the shape shall provide an equivalent gripping surface. The handgrip portion of handrails shall have a smooth surface with no sharp corners. • Handrails projecting from a wall shall have a space of not less than 114 inches between the wall and the handrail. .. . . ACCEPTABLE HANDRAIL DETAILS [Section 3306 U)) NOTE: OTHER SHAPES MAY BE ACCEPTABLE IF THEY PROVIDE AN EOUIVALENT GRIPPING SERVICE. SEE THIRD PARAGRAPH OF SECTION 3306W. NOT ACCEPTABLE '&OjCu Nu. '( 1O-2U October 12, 1971 Roichc La Cca It Is icco c:dd that thc CoNowitt,; '.ciil dsi 4 prccautions he taken for the houses to be constructcd on the cjbjvce lots: Avoid th L'C Of iscluI::J iuIerlir pii:i. lhe continuous footings throughout, and th:.sc at a r,ihJis,,iui dupth o Iwo fact below the lowest adjacent cxkrior 1iii.1 round !Ii it".o. rfoc uiid iiitorcanii... e.nuisiu.ouJy with steel bciis all interior and exit. ,tlnis with one , 6b.41 vt 3 ir;c.hos obov the bottom of the footings an-1 onc#5 Lai' plcic.J 1 1/2 inch-W. U:kjw the top of the sterns of the footings. Excrchu c.''iy effort to ciurc that the soil under thci foundations and slobs has* a uniform mobture cc'nl: ni, 1 percent to 3 percent (?Rater than upflnum through- out the top 3 tet below finished grcd at the time of placing foundations, and slabs. 4 Use 10s2d w..i.dn flooi. th1t span bIv.t,cn continuous footings, or use all concrete skb wilh 6 c 6 -. 10/10 w:ldzd wire fabric and pr0vd3 a minimum OOLa IIA of 4 inchci of clean scm'J bncth all coiierto slabs. A moisture barrier should be provided in ih 0r1J Inyar 2 inches below slabs under living area. 5. Separate camo slalh from peri:;;tcr f.oIings by a 1/2 inch thickness of con- struction fdt or cquivi'kni, to ili.' i:ith:pendent movument of garage slabs rolativows to lu.rimuter fouthiLp . Asui c.oiupktc sopuiaUon by extending the felt over the full d.p:hi of thu fsQnt IlIiLkOliud edge of thQ garage slab. Also, cut off tlij gorojo door sks at Icast 1/2 inch ubove the slab. 11 14 7" Provide posi tiva drainage cwiy from all perinietcr footings to a horizontal distance of cat least 6 teat outsic the house walls/ 61, Typo B Lots Those lots listed as Type B lots should follow all tho above-hitcd recommendations with folIo i-ox options: The cHutt3 fooUnjs may bci ploccd at a minimu pth of 10 inches below the lowest adji7ht3t&xtuI br find Lpound su rather than the two foot recommonded for Typa_'A-k%tk. SlnIa £'4 liars place ucctod (abc7neattps and bottoms of all interior and extt'iIj ings mayb3 sub:Itutcd for the '5bo.omrncndod for Ty-kth. Recorñendoflons 3 to 6, incIuIve, as listed for Typo A lots, are also applicable to the T B lots. III IdI(IU I I4SP1I I •IIUi. INC.. D ate i____ Pre1*by Jurisdiction_______________ Bldg. Dept. VALUATION AND PLAN CHECK FEE D Esgi]. PLAN CHECK NO. 95/3 2 --7— BUILDING ADDRESS '9 12eVIO s• APPLICANT/CONTACT f,*1z.1p .$// PHONE NO.________________ BUILDING OCCUPANCY - J2—_1 DESIGNER PHONE____________ TYPE OF CONSTRUCTION V. rJ CONTRACTOR PHONE___________ BUILDING PORTION BUILDING AREA / VALUATION MULTIPLIER VALUE 7/j/jo-o r. 9. cro 4743 Air Conditionir Commercial Residential Res. or Comm. Fire SDrinklers . Total Value . . Fee Adjusted To Reflect Buildin*6 Permit Fee. $ []Energy Regulations (Fee x 1.1) []Handicapped Regulations (Fee x 1.065) 9' 74•°. 7,/'c Plan Check Fee $ 7'LO . . $ COMMENTS: 8/4/82 PLAN CHECK NUMBER /P-' ADDRESS DATE foll PLANNING: TYPE OF STRUCTURE -• ZONE:______________ SCHOOL FEES: SAN DIEGUITO CAR LS BAD % COVERAGE_________________________________ BUILDING HEIGHT _/1'/ FENCES/WALLS________________________________ TWO CAR GARAGE_______ COMMENTS.- ljJ ENCINITAS SAN MARCOS REQUIRED SETBACKS S FRONT SIDE _ - REAR REDEVELOPMENT APPROVAL REQUIRED: LU $ S C Lo LANDSCAPE PLAN COMMENTS:_______ £NVCMENTAL REQUIRED: JJQ_Q 5 ADDITIONAL COMMENTS: OK TO ISSUE:L/- DATE: 4J/fJ'_ OK TO FINAL: DATE: __- ENGINEERING LEGAL DESCRIPTION VERIFIED? - A.P. CHECKED? P.F.F._PARK IN LIEU ...j_...Ø IMPROVEMENTS: A/, E.D.U: ? SEWERJ$C LATERAL: 0 DRIVEWAY: _________ GRADING PERMIT:Mflti ('.nir.A DRAINAGE: EASEMENTS: . ADDITIONAL COMMENTS: ow - ,= 7 f PUBLIC WORKS INSPECTOR: _ - FINAL OK: DATE: IF THIS ITEM IS NOT CHECKED,. BUILDING DEPARTMENT WILL MAKE ALL INSPECTIONS (DRIVEWAYS, CURB CUT, DRAINAGE, ETC.) S-S--S -__-_#:_______ - - - S ...._•__$_-$$ OK TO ISSUE: ENGINEERING INSPECTION REQUIRED:______ DATE: . . I - I BENTON ENGINEERING iNC APPLIED SOIL MECHANICS - FOUNDATIONS 5540 RUFFIN ROAD SAN DIEGO CALIFORNIA 92123 November 5, 1984 PMIIIPHENKINGBENTON -' PRESIDENT. CIVIL ENGINEER TELEPHONE 16191 565-1955 .Buont.empo Construction. Company Itt 3962 Jewel Street, Bldg. 11111, Apt. 315 -San.Diego, California 92109 1I Subject:; Project No. 84-10-30F q • i•-••• site Inspection and t Review of Soil Conditions Lot 64 OF La Costa Meadows Unit No. 1 Carlsbad, California -Gentlemen: Pursuant to your request, we have inspected the existing soil conditions on Lot 64 of La Costa Meadows Unit No. 1 and have reviewed our previous report on this subdivision dated October 12, 1971. . . •. . site was inspected on November 1,. 1984 and it is concluded that the soil conditions are ,essential ly the some as existed at the completion of grading on September 20, 1971. The soils .'iJ the upper three feet below finished grade were classified as Type A (critically expansive). Past experience in the La Costa area has indicated that raised wood floor systems supported on continuous footings are preferable to concrete slabs on grade in living areas where expansive soil conditions exist. In order to minimize possible detrimental effects caused by the potentially expansive soils, the following special design and precautions are recommended' 1. Use continuous, interconnected reinforced concrete footings, where possible, and place these at a minimumdépth of 2.0 feet below the lowest adjacent exterior final ground surface. If isolated interior column footings are required, these should be placed at a depth of 2. 5 feet below the lowest adjqcent ground surface. . . . . . . -. 2. Reinforce and interconnect continuously with steel bars all interior and exterior footings with a minimum of one 05 bar at 3 inches above the bottom of all footings and one 05 bar placed 1 1/2 inches below the top of the stems of the footings. . 3 Use raised wood floor systems supported on continuous Footings except in garages. Concrete floor stabs on grade would be at the owner's risk and responsibility. Af concrete slabs on grade are 4' used, these should be reinforced with a minimum of 6 x 6 - 10/10 welded wire fabric and a base layer of at least 4 inches of 3/4 to 1 inch size crushed rock should be provided beneath all concrete Slabs. A moisture barrier should be provided above the crushed rock and then 2 inches of sand should be placed over the trQisture barrier and below the bottom of the slab under living areas. • 3• -. do po Construction Company -2- November 5, 1984 Project No. 84-10-30F : .4Separate garage slabs From pórmiter Footinjs b' a 1?'? Iisó1e F PS% MH $ -equivalent, to allow Independent movement of garage slabs relative to perimeter* footlngs. :l!Aii Ur complete separation by extending the felt over the full depth of the front thickened edge. garage slab. Also, cut oil the garage door stop at least 1/2 inch above the slab, .l5.Exercise every effort to assure that the soil under the foundations and slabs has a uniform , : moisture content, 3 percent to 4 percent greater than Optimum throughout the top 3 feet below Al fnished grade at the time of placing foundations andsiabs. &'Ot is recommended that positive drainage, 6 inches of verfl cal Fall in 6 Feet horizontally, shuld be provided around the primeter of the bufiding in landscaped areas. Drainage systems should also be provided to collect all runoff from roofs and conduct the water in watertight pipes .èither into the streets or storm drains. All surface drainage should be prevented fron ponding r,edjacent to or running over the tops of slopes. Inlet boxes and watertight ppes should be installed "on necessary to comply with the above requirements. Repectful!y submitted, .. . . . . - BENTONENGINEERING, INC. . . . C. Remer '.• ___________ Reviewed by .on Civil E 1 . RCE No. 10332 D[sjribution: (2) Addressee . . •I• . R( •••• .. n BENTON ENGINEERING. INC. .LIP HENKING BENTON ...,tOENT - CIVIL £NCINEF HJb1vs#J BENTON ENGINEERING. INc! APPLIED SOIL MECHANICS -- FOUNDATIONS 6741 EL CAJON BOULEVARD SAN DIEGO. CALIFORNIA 92115 October 12, 1971 iancho La Costa oute 1, Box 2550 Encinitas, California 92024 Subject: Project No. 70-10-20D County Permit No. 13785 Interim Report on Compacted Filled Ground And Classification of Soil Conditions Lots 1 to 184, inclusive, 186 to 139, inclusive 192 to 253, inclusive, and Certain Street Areas La Costa Meadows Unit No. 1 San Diego County, California Gentlemen: SAN DIEGO: 583-5654 LA MEsA, 469-5654 This is to report the results of tests and observations made in order to inspect the compaction of filled ground placed oh certain areas of Lots 1 to 5, inclusive, 9 to 15, inclusive, 23 to 53, nclusive, 55 to 59, inclusive, 61, 64, 67 to 72, inclusive, 75 to 91, inclusive, 104 to 103, inclusive, 112 to 119, inclusive, 121 to 154, inclusive, 160, 173 to 184, inclusive,186 to 189, inclusive, 192 to 218, inclusive, 220, 221, 222, 224, 231, 232, 233, 237 to 247, inclusive, and portions of Unicomlo Street, Alga Road, Luciemaga Street, Luciernago Place, Alisma Street, Antilope Street, Abelorro Street, Grulla Street, Persa Street, Unicornio Way, Unicomo Place, Unkornio Court, Unicornio Street, Ave Del Paraiso Street, Abedul Street, Abedul-Place, and. Zodiac Street in La Costa Meadows Unit No. 1, San Diego County, California. Tests were also taken in soils placed as backfill over utility lines in Unit No. 1 and in compacted filled ground placed on Lots 466, 467, 468, 469, and 470 of La Costa Meadows Unit No. 3. Compac- ting of filled ground has not been completed on Lot 185 and the results of final tests and jnspec- lions on this lot will be included in our final report on this unit. The fills on Unit No. 1 reported herein were placed during the period between November 9, 1970 and September 20, 1971. The approximate areas and depths of filled ground placed under our inspection in accordance with he 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 was prepared by Rick Engineering Company and last revised January 29, 1971. The approximate locations at which the tests were taken and the final test results are presented 01 pages 1-1 to T-43, inclusive, under the 'Table of Test Results." A group of tests taken during the initial grading of Alga ibad are included on page T743 of the "Table of Test Results. The laboratory determinations of the maximum dry densities and optimum moisture contents of / 'h• I I, I' I '•I - ?roject No. 70-10-28D -2- : . October 12, 1971 sancho La Costa. major fill materials are presented on pages L-1 an d 1 - 2 , u n d e r t h e "Laboratory Test Results." Some of the maximum dry densities shown in the "Table of Test Results' wer e c g r n b i n q t i o n s o f these. The tests were taken during the weekly pe r i o d s i n d i c a ted below: Test Number Week Ending Ito 12, inclusive 13 to. '48, inclusive 49 to 79, inclusive 30 to 106, inclusive 107 to 158, inclusive 159 to 200, inclusive 201 to 247, inclusive 248 to 319, inclusive 320 to 360, inclusive 361 to 441, inclusive 442 to 552, inclusive 553 to 629, inclusive 630 to 705, inclusive 706 to 774, inclusive 775 to 870, inclusive 871 to 947, inclusive 948 to 1039, inclusive 104010 1121, inclusive 1122 to 1167, inclusive. 1168 to 1216, inclusive 1217 to 1232! inclusive 1233 to 1274, inclusive 1275 to 1283, inclusive 1284 1285 to 1291, inclusive 1292 to 1293, inclusive 1294 to 1303, inclusive 1304 to 1307, inclusive 1308 to 1320, inclusive 1321 to 1329, inclusive 1330 to 1335, inclusive 1336 to 1350, inclusive 1351 to 1356, inclusive 1357 and 1358 1359 to 1370, inclusive 1371 to 1376, inclusive . November 14, 1970 November 21.. 1970 . . November 28, 1970 December 5, 1970 December12, 1970 December 19, 1970 January 2,1971 January 9, 1971 January 16, 1971 January 23, 1971 January 30, 1971 February 6, 1971 February 13, 1971 February 20, 1971 February 27, 1971 March 6, 1971 March 13, 1971 March 20, 1971 March 27, 1971 April 3, 1971 April 10, 1971 April 17, 1971 April 24, 1971 May 15, 1971 . . May 22, 1971 May 291 1971 June 12, 1971 June19, 1971 July 17, 1971 August 7, 1971 August 14, 1971 August 21, 1971 August 28, 1971 September 1],, 1971 September 18, 1971 . September 25, 1971 Lois 190 and 191 were not graded and therefore r e m a i n a t t h e i r o r i g i n a l n a t u r a l s l o p e . roicf No. 70-10-23D -3- October 12, 1971 1' R.nchO La Costa - The final results of tests and observations indicate that the compacted filled ground has been lcced at 90 percent of the maximum dry density or greater. II has been determined that the ll materials, can. to 90 percent of the maximum dry density, have a safe bearing value of 1930 pounds per square Foot for one foot wide continuous footings founded at a minimum depth OF one foot below Finish grade and placed Five feet or more inside the top of compacted filled gr&rnd slopes. If footings are placed closer to the exposed slo than 5 feet inside the top of compacted filled ground slopes, these should be deepened one fool below a 1 1/2 horzóntal to 1 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 wood frame dwellings without detrimental settlements. Expansive clay, silty clay, and sandy clay soils were placed in the upper three feet in certain compacted fill areas and also exist in '!.e upper three feet below finished grade in certain cut creas. The final classifications of the soil conditions existing on each lot are presented as follows: Type A - Critically Expansive Soils Lots Lots 1 to 16, inclusive 134 to 149, inclusive 18 to 32, inclusi ve 152, 153, 154 .. 34 to 50, inclusive 158to 161, inclusive. - 52 and 53 167 to 176, inclusive •.. • 58to64, indusive 179 to 182, inclusive U 66, 67, and 68 184,, 186 to 189, inclusive • 70 to 82, inclusive 194 to230,inclusive U 87 to 92, inclusive 234, 237 .• . . I 105,106, 107 239 to 243, inclusive. 117 to 131, inclusive 246 and 247 . fl Type 13- Marginally Expansive Soils •, . Lots Lots 17, 51, 54, 55, 56, 57 132, 133, 150, 151 : 65, 69, 83, 84, 85, 86 155, 156, 157, 162 - 93, 99, 104, 108, 109, 110 . 177 and 178 112 to 115, inclusive 183, 192, 193,238, 244 and 248 . . Type C - Nonexpansive Soils •• : .. . ... . j j Lots Lots ... 33 163 to 166, inclusive. * 94 to 98, inclusive 231, 232, 233, 235, 236, 245 - 100 to 103, inclusive 249 to 253, inclusive 111, 116 1: XIT .. project No. 70-10-28D -4- October 12, 1971 Rancho La Costa t is recommended that the following special design and precautions be take n f o r t h e h o u s e s t o be constructed on the above lots: Type ALots . 1. Avoid the use of isolated interior piers. Use continuous footings th r o u g h o u t , and place these at a minimum depth of two feet below the lowest adja c e n t exterior final ground surface. 2. Reinforce and interconnect continuously with steel bars all interior a n d :' exterior footings with one b5 bar at 3 inches above the bottom of the footings :': • and one #5 bar placed 1 1/2 inches below the top of the stems of the f o o t i n g s . Exercise every effort to assure that the soil under the foundations ana s l a b s h a s a uniform moisture content, 1 percent to 3 percent greater than optimu m t h r o u g h - out the top 3 feet below finished grade at the time of placing foundations a n d slabs. ' Use raised wooden floors that span between continuous footings, or use all concrete slabs with 6 x 6 - 10/10 welded wire fabric and provide a minimum I of 4 inches of clean sand beneath all concrete slabs. A moistUre b a r r i e r should be provided in the sand layer 2 inches below slabs under liv i n g a r e a s . : • . 5.. Separate. garage slabs From perimeter footings by a 1/2 inch thickness of con- structionfelt or equivalent, to allow independent movement of garage s l a b s relative to perimeter footings. Assure complete separation by extending t h e felt over the full depth of the front thickened edge:of the garage slab . A l s o , cut off the garage door stops at least 1/2 inch above the slab. 6. Provide positive drainage away From all perimeter footings to a hori z o n t a l . distance of at least 6 feet outside the house walls. .. Type BLots Those lots listed as Type B lots should follow all the above-listed reco m m e n d a t i o n s w i t h ' t h e t w o rotlowg exceptions: . •. . 1.. The continuous footings may be placed at a minimum depth of 18 inc h e s b e l o w the lowest adjacent exterior final ground surface rather than tF!e two f e e t recommended for Type A lots. . 2. Single #4 bars placed as directed (above) near tops, and bottoms of all interior and exterior footings may be substituted for the 615 bars recommended for. ;. Type lots. .. . COmmendat;ons 3 to 6, inclusive, as listed for Type A lots, are also applicable to the T y p e 3 lots,, •. V .• •. -__ ;jCCt No. 70-10-28D -5- October12, 1971 richo La Costa :4 Iy nonexpansive soft conditions were observed in the upper three feel on the Type C tots • - therefore specially designed footings, and slabs will not be required on these lots. • spcctfully submitted, J. :NiON ENGINEERING, INC. H.. R.C.Remer cvi ewed b('? • Philip H. Benton, Civil Engineer : flstr.: (7) Addressee (2) Rancho Lq Costa, Inc. •• Attention: Mr. Burton L. Kramer • • Rick Engineering Company Son Diego County Building Inspection • • Vista Office • • • • • • : • • • P I SAN MI4BCCS UNIFIED SCHOOL DISThICr PW1ThrI' SERVICE AVAILABILITY IErI'ER Applicant fill in - print legibi APPLICANT: !4t M N69 Address: (,5( LUCTLJP 'OWNER: i)v) ()(1(3 Address: C) 4A4Ct)C pIJEcr DESCRIPTION Project Name:____________________ Project located on Assessor's Parcel No. (s): ( Attach legal description if necessary) k'ensus Tract No. LOG. NO. Phone No.___________ 42 Phone No.____________ c(2r_0 Project Address/Location___________________________ zg (N I COW(ol (:94 C954 Assessor's Parcel Nuniers 1.1 I Fill JJ [II 3. I2J ( I 1C)I I]I 2. I I I II I i:i::i 4. I i I I IE!I eject Type (check one or more) Housing Type No. of D.U. 's No. of Bedrooms O Minor Subdivision (TPM) Single Family 4 17 Major Subdivision (mi) Multiple Family Mobilehome Units Owner/applicant agrees to reconfirm this project with the issuing school district every 6 months unless such action is not required by the district. District Phone 619-744-4776 Owner/applicant understand that the certification for school service contained in this Project Service Availability Letter is no longer effective if the project is disapproved or if the con- ditional project approval (subdivision, permit, or other conditional use processes) expires. The information I have rr APPLICWr' s SIGNARM Date t'/ (71 S UNIFIED SCHOOL DISTRICr CERTIFICATION OF SCHCDL AVAILABILITY OR NON-AVAILABILITY Date: lD = DAY LOR YR 18151 City of Carlsbad HEM: School District San Marcos Unified Grades Served K-12 School services and facilities are committed for this project. Services will be available concurrent with project need based on a secured agreement with the developer which has adequate financing and clear intent. The termination date of the document is: See attached copy. "X The undersigned school district hereby certifies that it will be able to provide adequate school services and facilities to the above described project concurrently with the need of such project. Owner/applicant has paid the required developer's fee. The undersigned school district hereby certifies that it will not be able to provide adequate school services and facilities to the above described project concurrently with the need of such project because DII ATI1'S SIGNATURE ______ DateNovember 8, 1985 TITLEcj1jtjes Technician-Phone 744_477 LUCADIA COUNTY WATER DISTRICT APPLICATION FOR SEWER SERVICE Owner's Name Rudy Monica Phone No. Mailing Address _Leucadia, Calif 92024 SEWER PERMIT ISSUED UPON Service Address: ___aicrnio_..__.____ RECEIPT OF BUILDING PERMIT. Tract Description: -lot 64 La Costa Meadows 1 BUILDING PERMIT MUST BE PI . No. 215-250-16 A?PLIED FOR BY L&M.. dU1 MQ1 1 C 600.00 rio. U[II Its '.uiliie'..L.uuJi FC p re- pci - Saddle - Easement Connection - Extra Depth: @ $ Assessor's Parcel Type of Building Lateral Size: 4" Extra Footage: 6" 811 e Lateral Fee Amount Rec'd $ 4C0 - Service Fee Prorated Sewer Ck. No/Cash Date Rec'd By ____ Total $_ The application must be signed by the owner (or his authorized representative) of the property to be served. The total charges must be paid to the District at the time the application is submitted. If a service lateral is required, it will be i talled by the Leucadia County Water District. The service lateral is that part o he sewer system that extends from the main collection line in the street (or easement) to the point in the street (at or near the applicant's property line) where the service lateral is connected to the applicant's building sewer. The applicant is responsible for the construction, at the applicant's expense, of the sewer pipeline (building sewer) from the appli- cant's plumbing to the point in the street (or easement) where a connection is made to the service lateral.. The connection of the applicant's building sewer to the service lateral shall be made by the applicant at his expense. The connection must be made in conformity with the District's specifications, rules and regulations; and IT MUST BE INSPECTED AND APPROVED BY THE DISTRICT BEFORE THE SEWER SYSTEM MAY BE USED BY THE APPLICANT. THE APPLICANT, OR HIS AUTHORIZED REPRESENTATIVE, MUST NOTIFY THE DISTRICT AT THE TIME INSPECTION IS DESIRED. ANY CONNECTION MADE TO THE SERVICE LATERAL OR COLLEC- TION LINE WITHOUT PRIOR APPROVAL AND INSPECTION BY THE DISTRICT WILL BE CONSIDERED INVALID AND WILL NOT BE ACKNOWLEDGED. The prorated sewer service fee is based upon the date the District estimates that service will begin and covers the balance of the fiscal year. There will be no additional fee 'or refund if service actually commences on a different date. For succeeding fiscal years, the sewer service fee will be collected on the tax roll in the same manner as property taxes. The undersigned hereby agrees that the above information given is correct and agrees to the conditions as stated. Sob 1-7 / Owne 's Signature Date Account No.