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Home My WebLink About1350 LAS FLORES DR; ; 86-690; Permitocccoç I EJU 0CC LOAD FIRE SF1 R 3I y N Not Valid Un/eec Machine Certified SUMMARY/ACCOUNT NUMBER 0009 10/07 0101 02B1dPmt 8033. SIGN PERMIT' PLAN CHECK TOTAL PLUMBING ELECTRICAL MECHANICAL MOBILEHOME SOLAR FIRE SPRINKLERS - PUBLIC FACILITIES FEE BRIDGE FEE PARK-IN-LIEU (AREA TIF -, LA COSTA TIF FMF - - - MFF 001-810-00-00-8221 001-810-00-00-8891 001-810-00-00-8222 001-810-00-00-8223 001-810'00-00-8224 - 001-810-00-00-8225 001-810-00-00-8226 -- 880-519-92-33 001-810-00-00-8227 320-810-00-00-8740 360-810-00-00-8740 312-810-00-00-8835 311-810-00-00-8835 001-810-0000-8162. 880-519-92-57 2r hereby affirm that lam licensed under 'I I provisions of Chapter 9 (commencing with 41Ccc I Sstion 7000) of Division 3 of the Business I I and Professions Code, and my license is'in full.force and effect. 0 - I hereby affirm that I am exempt from the Contrac- tors license Law for the following reason (Sec. 703t.5 j Busroess and Professions Codes Any city or county which re-quires a permit to construct, alter, improve, demolish, or repair any stiUcture. prior to its 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 of Division 3 of the Business and Pretensions Code) or that is ex- empt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by an applicant for a permit sub' ects the applicant to a civil penalty of not more than live hun- dred dollars ($500). - I, as owner 01 the property, or my employees with wages as their sole compensation, will do the work, and the Slruc- tare is not-Intended or offered for sale (Sec. 7044. Business _i and Professions Code: The Contractor's License. Law does 5' '- 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.. W ed or offered for sale. If, however, the building or improve Z meat is sold within one year of completion, the owner-builder will have the burden of proving that he did not build or im- -prove for the purpose of sale(. I I, as owner of the property, am exclusively contracting with licensed contractors to construct I he project (Sec. 7044. - - business and Professions Code: The Contractor's License Law does not apply to an owner of properly who builds or im' proves thereon, and who 'contracts for each projects with a contractor(s) license pursuant' to the Contractor's License .Law(. I t As a homeowner I am improving my home, and the follow- 4 iugcondilions exist: 19 t. The work is being perlormed prior to sale. 44 2. I have lived in my home for twelve months prior to completion of this work. w . - 3, I hone not claimed this exemption daring the 0 last three years. lam exempt under Sec. .8 & P.C. for this reason - - thereby affirm that I have a certiticate of consent In I self-insure. or a certificate or Workers' Compensation In. surance. or a certified copy Ihereut-lSec. 3800. Labor Code) POLICY NO. COMPANY -- - -. - Copy is riled with the city , 0 Certified copy is hereby furnished LU a. O :' CERTIFICATE OF EXEMPTION FROM 0 ' WORKERS' COMPENSATION INSURANCE (This section need not be completed it the permit - is for one hundred dollars lSf00lorless) UA lic D,_r certify that in the performance or the work for which I cc this perruril is issued. I shall not employ any person in any i 0 - manner so as to become subject to the Workers' Cumpen. SatiOn Laws or California. , - NOTICE TO APPLICANT: If. after making this Certificate of Exemption, you should become subject In the Workers' I Compensation provisions 01 the Labor Code, you must forthwith comply with such provisions or this permit Shall he, deemed revoked. .• - 0 I hereby affirm that there is a Construction lending cc agenLy br the perborrna161161 nce or the murk for which this per. ol J.- mit is issued (Sec. 3097. Civil Code) ZI WI Lender's Name. —ii L Lender's Address______________________________ Ut DALE rumi rtM ULT 6 rKtb3 I1AKU ArrI_l1,AN U I J rILI. WI ,rIrJriUyIM U Iwo vvu I null onniw MIWR Mr1LJ IJCI...LRIIR I RJI'IO. - /CARLSBAD BUILDING DEPARTMENT -2075 Las Palmas Dr., Carlsbad, CA 92009.1915 (619) 438-1161 APPLICATION & PERMIT JOB ADDRESS AV, ST. RD. THOMAS BROS NO. j35bL4sc/o.i. ___________ LOT J BLOCK SUBDIVISION SSSSOR PARCEL D. CONTRACTOR I DATE OF APPLICATIONI 4tAJ$-4.C.. BUSINESS LICENSE # _____ CONT fPHONE VALUATION _____ PERMIT NUMBER 01 01) ZONE. L OWN E ME .- . OWNERS PHONE CON?ACTOR'S ADDRESS coç OWN ER LADSS DESIGNER STATE LICENSE NO. DESIGNERS PHONE UILDI C SO. FOOTAGE DESCRIPTION OF WORK- - DESIGNER'S ADDRESS - FP F / LR ELEV. - YO ND -O - CENSUSTRACT - PAR INGSPACE 0 RES UNITS I GRADING PERMIT ISSUED ly - REDEVELOPMENT AREA VON CITY. ' PLUMBING PERMIT - ISSUE QTY. MECHANICAL PERMIT - ISSUE EACH FIXTURE TRAP . INSTALL FURN. DUCTS UP TO 100,000 BTU B.uIL-UING SEWER OVER 100.000 BTU f EACH EACH WATER HEATERANO-rOR VENT BOILER/COMPRESSOR UP 103 HP EACH GAS'SYSTEM (104 OUTLETS A . BOILER/COMPRESSOR 3-15 HP - EACH GAS SYSTEMS OR'MORE - . . METAL FIREPLACE -- EACH INSTAL.. ALTER, REPAIR WATER PIPE . - VENT FAN SINGLE DUCT EACH VACUUM BREAKER - ,'tE _4 MECH EXHAUST HOODOUCTS WATER SOFTNER . RELOCATION 0.F.EA FUR E/ A9. - EACH ROOF DRAIN (INSIDE) . DRYER VENT A. . .i •• . ', TOTAL ME AL' - 1UIA(P.LUM8IN QTY. ELECTRICAL PERMIT - ISSUE QTY. MOBILE HOME NEW CONSI EA AMP 'SW I. BK R / - CAR PORT - ]'PH 3 PH , - . - AWNING EXIST BLDG EA AMP/SWT'BKR - . - - GARAGE /.Y A 1 PH 3 PH - REMODEL'ALTR PER CIRCUIT i-!- 11111' 19 TEMP POLE 200 AMPS - OVEA200AMPS FEMP OCCUPANCY (30 DAYS) - , IQIL,S8AJ - - . - - \c CREDIT DEPOSIT - TOTAL ELECTRICAL .30 - "zO" I TOTAL FEES PAYAB1 TOTAl - - - I I HAVE CAREFULLY EXAMINED THE COMPLETED "APPLICATION AND PERMIT" AND DO HEREBY Expirat,orr. Every permit issued by the Building Official under the provisions ofthis * AN ctjHA FOR EXCAVATNS OVER I Code shall expire by limitation and become null and void If the building or work 50" D€€P*ND DEMOUTN OR CONSTRUCTION OF CERTIFY UNDER PENALTY OF PERJURY THAT ALL INFORMATION HEREON INCLUDING THE authorized by such permit is not commenced within 180 days from he dale of such DECLARATIONS ARE TRUE AND CORRECT AND I FURTHER CERTIFY AND AGREE IF A PERMIT IS I permit, or it the building on work aulhomrzeEy such permit s suspended or STRUCTURES OVER 3 STORIES IN HEIGHT ISSUED' TO COMPLY WITH ALL CITY. COUNTY AND STATE LAWS GOVERNING BUILDING CON I abandoned at any time after the work is cor~enced Ion a perIod Of 180 days STRUCTION. WHETHER SPECIFIED HEREIN OR NOT I ALSO AGREE TO SAVE INDEMNIFY AND DATE APPLICANT'S SIGNATURE 4 OWNE GRANTING OF THIS PERMIT. , BY PHONE 0 EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES. JUDGMENTS. COSTS AND CONTRACTOR APPROVED - 7/ rl TYPE DATE INSPECTOR BUILDING FOUNDATION cu,' et(t - REINFORCED STEEL MASONRY I GUNITE OR GROUT SUB FRAME Li FLOOR Li CEILING SHEATHING Li ROOF Li SEEAR FRAME I° 5 EXTERIOR LATH INSULATION INTERIOR LATH & DRYWALL PLUMBING I Li SEWER AND BL/CO Li PL/CO UNDERGROUND )2-WASTE LiWATER TOP OUT Li WASTE LiATER TUB AND SHOWER PAN GAS TEST Li WATER HEATER Li SOLAR WTER --• ELECTRICAL Li ELECTRIC UNDERGROUND atJFFER 5./1 4 ROUGH ELECTRIC ja'34Y Li ELECTRIC SERVICE Li TEMPORARY Li BONDING Li POOL MECHANICAL Li DUCT & PLEM., Li REF. PIPING HEAT - AIR COND. SYSTEMS 1 _____ VENTILATING SYSTEMS TV- CALL FOR FINAL INSPECTION WHEN ALL APPROPRIATE ITEMS ABOVE HA 4E BEEN APPROVED FINAL PLUMBING ELECTRICAL MECHANICAL GAS BUILDING SPECIAL CONDITIONS N FIELD INSPECTION RECORD REQUIRED SPECIAL INSPECTIONS INSPECTOR'S NOTES INSPECTION REQ. IF CHECKED INSPECTOR'S APPROVAL DATE -- - - - - SOILS COMPLIANCE PRIOR TO FOUNDATION INSP . . STRUCTURAL CONCRETE OVER .2000 PSI PRESTRESSED CONCRETE POST TENSIONED CONCRETE FIELD WELDING lt7~, - HIGH STRENGTH , BOLTS _- SPECIAL- MASONRY -- , ? i' _- PILES CAISSONS O I hereby affirm that I have a certificate of consent to sell-insure, or a certificate of WOrkers' Compensation In- surance. or a certified copy thereof Sec. 3800, Labor Codel POLICY NO. COMPANY - Copy is tiled with the city - O Certified copy is hereby furnished - CERTIFICATE OF EXEMPTION-FROM WORKERS' COMPENSATION INSURANCE (This section need not be completed lithe permit is to, one hundred dollars StOOl or less) O I certify that in the performance 01 the work for which this permit is issued,I shall not employ any person in any manner so Oslo become subject to the Workers' Compen. sation Laws 01 California. NOTICE TO APPLICANT: It. alter making this Certificate of Euemption, you should become subject to the Workers' Compensation provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall he deemed revoked. Cc 0 3 -- - — - iicr RAIl PAINT PN flNIY L PRFqq HARfl APPLICANT TO FILL IN INFORMATION WITHIN SHADED AREA AND DECLARATIONS. Ile - CARLSBAD BUILDING DEPARTMENT APPLICATION & PERMIT - . - 2075 Las Palmas Dr., Carlsbad, CA 92009-1915 (619) 438-1161 - JOB ADDRESS AV. ST. RD. THOMAS BROS NO. / -, EF APPLICATION / BUSINESS LICENSE # VALUATION ZONE! ______________ PERMIT NUMBER ~~- on LOT I BLOCK -I SUBDIVISION I AS ES R PARC NO I/ '° 7 -A /'1 CONTRACTOR _____________________________________ CONTRACTORS PHONE C s7 J NAME OWNERS PH __ ki TRACTOR'S ADDRESS STATE LICENSE NO. ____ - BUILDING SO P00 OWNE/I4AILING ADDRESS ' DESIGNERS PHONE 2120 09/27/88 0001 01 02 BldPmt 1950-0 Not Valid Unless Machine Certified — Ø DESIGNER'S ADDRESS STATE LICENSE NO. F/P F LR ELEV. YDNO NO STO RIDS )GP EDU CENSUS TRACT PARKING SPACE RES UNITS GRADING PERMIT ISSUED 0 N 0 I REDEVELOPMENT AREA YO NO TYPE CONST 0CC LOAD FIRE SPR I vD NO OTY. — PLUMBING PERMIT. ISSUE (I QTY. MECHANICAL PERMIT - ISSUE )3' 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 100,000 BTU SIGN PERMIT 001-810-00-00-8221 EACH WATER HEATER AND/OR VENT ' BOILER/COMPRESSOR UP TO 3 HP - PLAN CHECK 001-810-00-00-8891 - EACH GAS SYSTEM 1 104 OUTLETS . — BOILER/COMPRESSOR 3.15 HP TOTAL PLUMBING 007-810-00-00'8222 EACH GAS SYSTEMS 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 . SOLAR - 001-810-00-00-8226 EACH ROOF DRAIN (INSIDE) . DRYER VENT STRONG MOTION 880-519-92-33 - ' TOTAL MECHANICAL 4.IJ ) FIRE SPRINKLERS 001-810'00-00-8227 TOIAL PLUMBING PUBLIC FACILITIES FEE, 'iO-00-00-8740 _________________ /Y)7O OTY. ELECTRICAL PERMIT - ISSUE OTY. MOBILE &SETUP - - BRIDGE FEE 360-810-00-00-8740 PARK-IN-LIEU (AREA I NEW CONST EKAMP'SWT BKR - - CAR PORT \tk TIF 312-810-00-00-8835 1 PH 3 PH . AWNING GDtIt. LA COSTA TIF - 311-810-00-00-8835 EXIST BLDG EA AMP/SWT.BKR GARAGE ON FMF 1 PH 3 PH ' - palwo LICENSE TAX 001-810'00-00-8162 REMODEL 'ALTER PER CIRCUIT it"4t - MFF 880-519-92-57 TEMPPOLE 200 AMPS OVER 200 AMPS - - TEMP OCCUPANCY (30 DAYS) CREDIT DEPOSIT IIlTAL ELECTRICAL TOTAI, . TOTAL FEES PAYABLE — I HAVE CAREFULLY EXAMINED THE COMPLETED "APPLICATION AND PERMIT" AND DO HEREBY Expiration. Every permit issued blithe Building Official under the provisions olthis AN A P€ '1 IS REQUIRED FOR EXCAVATIONS OVER CERTIFY UNDER PENALTY OF PERJURY THAT ALL INFORMATION HEREON INCLUDING THE I Code shall expire by limitation and become null and void It the building or work - O OSH DDEMOUTION OR CONSTRUCTION OF I authorized by such permit Is not commenced within 180 days from the date Of such DECLARATIONS ARE TRUE AND CORRECT AND I FURTHER CERTIFY AND AGREE IF A PERMIT IS permit. or if the bu'td4ag or work authorized by such permit IS suspended or ST RUC tS OVER )STORIES IN HEIGHT ISSUED: TO COMPLY WITH ALL CITY, COUN1Y AND STATE LAWS GOVERNING BUILDING CON abandoned SI any..e?mefIer the work Is'mmenced for a period 01180 days I STRUCTION, WHETHER SPECIFIED HEREIN OR NOT. I ALSO AGREE TO SAVE INDEMNIFY AND OWNERD CONTRACTOl', A KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES. JUDGMENTS, COSTS AND APPL EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE BY PHONE 0 GRANTING OF THIS PERMIT. o I 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-tors License Law Or the following reason (Sec. 7031.5 Business and Professions Code: Any city or county whiCr re- quires a permit to construct, alter, improve, demolish, or repair any stroclore, prior to its issuance also requires the ap- plicant for such permit to file a signed statement that he is hcensed pursuant Is 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 evemplien. Any violation 01 Section 7031.5 by an applicant or a permit sub' jects the applicant too civil penalty 01 not more than live hun-dred dollars ($500). I .1, as owner 01 the properly, or my employees with wages as their solo compensation, will do the work, and the slruc- tare is not intended or uttered for sale (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner 01 properly who builds or improves thereon and who does such work himsell or through his own employees. provided that such improvements are not intend- r uttered for sale? 11, however. the building Or improve men[ is sold within one year 01 completion, the owner-builder will have the burden 01 proving that he did not build or im- prove for the purpose 01 sale). I I, as owner 01 the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044. Business and Professions Code: the Contractors License Law does net apply to an owner 01 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). I'] As a homeowner I am improving my home. and the follow- ing conditions exist: 1, The work is being performed prior to sale. I have lived in my home for twelve months prior to completion 01 this work. I have not claimed this exemption during the last three years. 13 lam exempt under Sec. - B & P.C. for this reason Cl I hereby affirm that there is a construction lending agency for the performance of the work for which this per. - 0) mil is issued (Sec. 3097, Civil Code) ZI lxii Lender's Name - - L Lender's Address -- TYPE DATE INSPECTOR BUILDING FOUNDATION REINFORCED STEEL MASONRY GUNITE OR GROUT SUB FRAME L FLOOR D CEILING SHEATHING D ROOF D SHEAR FRAME EXTERIOR LATH INSULATION INTERIOR LATH & DRYWALL PLUMBING LI SEWER AND BL/CO LI PL/CO UNDERGROUND EJWASTE EWATER TOP OUT LJWASTE EVATER TUB AND SHOWER PAN GAS TEST Li WATER HEATER Li SOLAR WATER ELECTRICAL LI ELECTRIC UNDERGROUND Li UFFER ROUGH ELECTRIC LI ELECTRIC SERVICE LI TEMPORARY i:i BONDING LI POOL MECHANICAL Li DUCT & PLEM., Li REF. PIPING HEAT - AIR COND. SYSTEMS VENTILATING SYSTEMS CALL FOR FINAL INSPECTION WHEN ALL APPROPRIATE ITEMS ABOVE HAVE BEEN APPROVED FINAL I. 1- PLUMBING ELECTRICAL MECHANICAL GAS BUILDING SPECIAL CONDITIONS FIELD INSPECTION RECORD REQUIRED SPECIAL INSPECTIONS INSPECTORS NOTES INSPECTION REQ. IF CHECKED INSPECTORS APPROVAL DATE SOILS COMPLIANCE PRIOR TO FOUNDATION INSP STRUCTURAL CONCRETE OVER 2000 PSI PRESTRESSED CONCRETE POST TENSIONED CONCRETE FIELD WELDING HIGH STRENGTH BOLTS . -- SPECIAL MASONRY PILES CAISSONS OT O 50 O\3\88 )O O DEVELOPMENT PROCESSING SERVICES DIVISION 2075 LAS PALMAS DRIVE CARLSBAD, CA 92009-4859 (619) 438-1161 MISCELLANEOUS FEE RECEIPT Applicant Please Print And Fill In Shaded Area Only JOB A' ADDRESS /2M AAI$ 0 PLAN ID NO. ASSESSOR'S / cO PARCEL NO. OWNER '1 /) .S OWNER'S MAILING I ADDRESS /3 CITY Q/ ZIP P'Oc? TEL. 7 VALIDATION AREA CONTRACTOR ESTMATED VALUATION CONTRACTOR'S MAILING PLAN CHECK FEE 001-810-00-00821• ADDRESS IF THE APPLICANT TAKES NO ACTION WITHIN 180 DAYS, PLAN CHECK FEES CITY ZIP TEL. WILL BEF0rEITED. STATE BUSINESS I I kI ki k ) I I , I, I, SUBDIVISION LOT(S) Ifi 1.1-40 LEGAL DESCRIPTION $ CHECK IF SUBMITTED: 0 2 ENERGY CALCS 40 2 1987 ENERGY CALCS FOR _NON _RESIDENTIAL _BLDGS 2 STRUCTURAL CALCS DESCRIPTION OF WORK LII 2 SOILS REPORTS ~i 4JL1 <'./ / (TI2j1O LII 2 SELF ADDRESSED ENVELOPES pfd__cI/oA. DATE GIVEN! DATE SENT TO APPLICANT CONTACT PERSON ro LA COSTA LETTER ADDRESS 3 757 ç1&I SCHOOL FEE FORM , - CITY C ZIP O TEL. 7 ? - P & E CORRECTIONS LIST CERTIFICATE OF OCCUPANCY APPLICANT' NATURE DATE White - File Yellow - Applicant Pink - Finance Gold - Assessor FINAL BUILDING INSPECTION PLAN CHECK NUMBER: 86-600 DATE: 12-14-08 PROJECT NAME: - ADDRESS: 1350 Ls Flores Dr PROJECT NO.: UNIT NUMBER: _________________ PHASE NO.: SFD TYPE OF UNIT: NUMBER OF UNITS: CONTACT PERSON: Lou FurYOt CONTACT TELEPHONE: 71525 all dept INSPECTED DATE ECTED: /5/1PROVED DISAPPROVED INSPECTED DATE BY: INSPECTED: ____________ APPROVED ______ DISAPPROVED INSPECTED DATE BY: INSPECTED: APPROVED ______ DISAPPROVED COMMENTS: Rev. 1/88 WHITE: Suspense BLUE: Water District GREEN: Engineering CANARY: UtiIiti ning LD: Fire FINAL BUILDING INSPECTION PLAN CHECK NUMBER: DATE: 1F4 PROJECT NAME: ADDRESS: US-0 Las Mores Or PROJECT NO.: __________________ UNIT NUMBER: __________________ PHASE NO.: TYPE OF UNIT: _____________________________ NUMBER OF UNITS: CONTACT PERSON: Lou Furror ... CONTACT TELEPHONE: all dept INSPECTED /- ,, BY: DATE INSPECTED: APPROVED DISAPPROVED ____________________ __________ INSPECTED DATE BY: ________________________ INSPECTED: ____________ APPROVED ______ DISAPPROVED INSPECTED DATE . BY: INSPECTED: ___________ APPROVED DISAPPROVED COMMENTS: Rev. 1/86 WHITE: Suspense BLUE: Water District GREEN: Engineering CANARY: Utilities PINK: Plann~ =GOLDFre' FINAL BUILDING INSPECTION PLAN CHECK NUMBER: 86-690 DATE: 12-1488 a . PROJECT NAME: ADDRESS: 1350 Las Flores Dr PROJECT NO.: ' UNIT NUMBER: _________________ PHASE NO.: TYPE OF UNIT: SFD NUMBER OF UNITS:- CO I NTACT P . ER - SON: bDU"Fd&e"'r CONTACT TELEPHONE: 7297525 VS - DISAPPROVED, - DISAPPROVED - ' INSPECTED DATE INSPECTED: DEC. 1 S 1988 APPROVED INSPECTED DATE BY: ________________________ INSPECTED: ____________ APPROVED INSPECTED DATE BY: ________________________ INSPECTED: ____________ APPROVED ______ DISAPPROVED costa Real Municipal Water District COMMENTS: Engineering Department (433367 - 4'' Rev. 1186 WHITE: Suspense istrict REEN: Engineering CANARY: Utilities PINK: Planning GOLD: Fire A. FINAL BUILDING INSPECTION PLAN CHECK NUMBER: 86691 / DATE: 12-1488 PROJECT NAME: 1340 Las Flores ADDRESS: PROJECT NO.: UNIT NUMBER: _________________ PHASE NO.: SFD 1 TYPE OF UNIT: NUMBER OF UNITS: LOU Firrer CONTACT PERSON: 729-7525 CONTACT TELEPHONE: all dept INSPECTED BY: 1 /-//• DATE INSPECTED: 12-/ 7 O APPROVED ______ /\, DISAPPROVED INSPECTED DATE BY: INSPECTED: APPROVED DISAPPROVED INSPECTED DATE BY: INSPECTED: ____________ APPROVED ______ DISAPPROVED COMMENTS: 12 73 1,1 Rev. 1/86 WHITE: Suspense BLUE: Water Distr'REEN: Engineering jlARY:Utilitles PINK: Planning GOLD: Fire FINAL BUILDING INSPECTION PLAN CHECK NUMBER: 86690 DATE: 121488 PROJECT NAME: ADDRESS: 1350 LS Flores Or PROJECT NO.: UNIT NUMBER: _________________ PHASE NO.: SFD 1W TYPE OF UNIT: NUMBER OF UNITS: 1 bECip88 CONTACT PERSON: Lou Furrer .U.tILffl R! M MNrEN& CONTACT TELEPHONE: 729-7525 DEPJ all dent 1/nvQ2.QV INSPECTED DATE BY: INSPECTED: 'APPROVED 1 DISAPPROVED k INSPECTED DATE BY: INSPECTED: APPROVED ______ DISAPPROVED INSPECTED DATE BY: INSPECTED: APPROVED DISAPPROVED COMMENTS: / I - i'j/ Jr J—) - Rev. 1/86 WHITE: Suspense BLUE: Water District GREEN: Engie CANARY: Utilities INK: Planning GOLD: Fire ___ ----- • '' (49 I CASHIER'S VALIDATION ti(1t SEWER PERMIT APPLICATION SEWER PERMIT NUMBER:SE 3012 APPLICANT TO FILL IN SHADED AREA BUILDING PLAN CHECK NUMBER:PC - 90 BUILDING TYPE: BUILDING ADDRESS: L " " A NUMBER OF EDU'S: OWNER: _____________________________________ CALCULATIONS:________________________________ MAILING ADDRESS: CONTRACTOR: 0009 10/07 0101 04Sanitn 1690.00 MAILING ADDRESS: LEGAL DESCRIPTION: CONNECTION FEE I "a' - (J,Q ,/• COST PER UNIT J(')( x NO. UNITS II )O U LATERAL CHARGE: TOTAL CHARGES: PREPARED BY: •' / ASSESSORS PARCEL NUMBER: 1 ' (PRINTED NAME) COMMENTS: (ocr9;7 cm' PAID ci Z1 \ c/I CZZZOU WHITE: DPS GREEN: Finance CANARY: Water PINK: Building GOLD: Applicant I. ESGILCORPORATION 0 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA 92123 (619)560-1468 DATE: 7 2-27 . . LJAPPLIC U ISDICTION JURISDICTION: C17"( ht CulKti?.-/J JPLAN CHECKER (]FILE COPY PLAN CHECK NO: 6- Q L2- . oups DDESIGNER PROJECT ADDRESS: ,14-12.(E1 2. . PROJECT NAME: fl The plans transmittd herewith have been corrected. where necessary and substantially comply with the .jurisdiction!s building codes. . . The plans transmitted herewith will substantially comply in . .. with the jurisdiction's building codes when minor deficien- cies identifiedSEE- ___ /L &L&I are resolved and checked by building department staff. D The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be. corrected; and resubmitted for a complete recheck. . . . Q The check list transmitted herewith is for your information. The plans are being held at Esgil Corp. until corrected plans are submitted for recheck. D The applicant's copy of the check list is enclosed for the jurisdiction to return to the applicant contact person. LI The applicant's copy of the check list hasbeen sent to: J Esgil staff didnot advise th licant contact person that plan check has been cornpl Esgil staff did advise appli nt that the plan.check has been completed. Personco_acted: Date - - A(~ nTiii-.- Tel l ephoe RE4J A)t4YDS/qW>iLL. _3e_/AJD 8y 7M)/ /Z By: .YP __ Enclosures: ESGIL CORPORATION ouT DATE: JURISDICTION: Ci77 J/j PLAN CHECK NO: ('v) SET: ____________________ UPS PROJECT ADDRESS: ADDRESS: 13Q LM FLOI 1 PROJECT NAME: ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA 92123 (619) 560-1468 APPIJ JURISDICTIO PLAN CHECKER FILE COPY DESIGNER Ej 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 5fEE rvARJ EL.cJ&J are resolved and checked by building department staff. D 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 list 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. LII 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. LI Esgil staff did advise applicant that the plan check has been completed. Person contacted: Date contacted: Telephone #________________ REMARKS:c LJ c,-i-,jcs rnfi-a 0 A 5ET' S O14JAJ&,Ti 56;i 615- Pij--,JS 11SH/1LL. &E TR-PrJSPER1fD i?) EETS /9 L1\ &JS (Ot-iU &R1 j &U.AJ&i1 By: 6i'ED Mii' Enclosures: ESGIL CORPORATION ,..• - ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA 92123 (619)560-1468 DATE: APPLICANT JURISDICTION: Ciii -F NcHKE?' PLAN CHECK NO: " Ds DDESIGNER PROJECT ADDRESS: LA Pi, 3 PROJECT NAME: -$F n The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. S ( D 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. S The plans transmitted herewith have significant deficiencies D identified on the enclosed check list and should becorected S 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. : Q The applicant's copy of the check list is enclosed for the jurisdiction to return to the applicant contact person. 00 The applicant's copy of the check list has been sent to: • M/.'( ff3S,.w L A) • C,4 9zDr3 Esgil staff didnot advise the applicant contact person that plan check has been completed. Esgil staff did advise applicant that the plan check has been completed. Person contacted: A-y_fr'W&AJ • Date erttted: 71377'. Telephone # 77-4-4149 dna: ' &rLIIc4 REMARKS: • By: S YP A-L&E1i, Enclosures:___________________ 5.. ESGIL CORPORATION S • • I ' jURISDICTION:C4ts,#4D Date 7//7 PROJECT At)DRCSS:/2,4,&L- it , 14% TO: 4Azy nnJ.cc&k) i-iSA-) CA- ze3 PLAN CORRECTION SHEET Plane check No. - 69 Date plans received by the jurisdiction________ Date plans received by plan checker (,13016 ___________ Date initial plan check completed BY. '(t '4L.&&v FOREWORD: PLEASE READ Plan check is limited to technical requirements contained in the Uniform Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and access for the handicapped. The plan check is based on regulations enforced by the Building Inspection Department. You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department or other departments. The items circled below need clarification, modification or change. All circled items have to be satisfied before the plans will, be in conformance with the cited codes and regulations. Per Sec. 303 (c), of the Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law. A. PLANS Please make all corrections on the original tracings and submit two new sets of prints, and any original plan sets that may have been returned to you by the jurisdiction, to:V 20 STE 2o1 5;*4J c E( J, 412-17-3 To facilitate rechecking, please identify, next to each circled item, the sheet of the plans upon which each correction on this sheet has been made and return this check sheet with the revised plans. i-c LLO-U?qflS. FR.o"l FR'r PLA'J CbpC( Site e —_QC—M N_1'.) ____ PL/-'5 3& 'l-P?P.Ou& (F27) CL/i,Z/py rn't4) 5 /2/D4 2X B VA LL 2-.H/P £&frr,,. oofv,igSuPPoTE-D Stc' c&) E4iPt-U 0 A FD PA• IL 1+D2 U S u P Pe T ZoL43S._p&,-Li_sJ (?/ LT-T 4 ,Z/Ci'ii-T_A-,UC?L&_7 (74.) f 1(V) P/o ')1l'6 ,t)07ES '9-5 6!LJ/, OA) ,P4-it1~ ORi. .J-TE O A) • ) A) D A-77&J - Pi,'-,J 77ft1-T • ,ç2c1AJJ,*n C9AJ L L &O / L S £&,o,e7- 4&10 -D4-TE L26 A) r ,° L y 40171t 7A-3LL zç- vc'a, FD/- _____ /E/& i 7'7_I0I DTHR.4-77 0. () rnX.4,E I osD 24 &A) /AJ.7&AD _____ t4jaôp PiPuE7 /A) CAQUO7 • E t)ED 0L'R 7/m17L MA AEj4, Mo ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA 92123 (619)560-1468 DATE: 2- Z7 EAPPLICANT JURISDICTION: E COPY PLAN CHECK NO: 7 SET: - nups ADDRESS:/3 []DESIGNER PROJECT PROJECT NAME: /it /P7L1( The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. fl The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficien- cies identified are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. on The check list transmitted herewith is for your information. IM The plans are being held at Esgil Corp. until corrected plans are submitted for recheck. D The applicant's copy of the check list is enclosed for the jurisdiction to return to.-the applicant contact person. .0011 The applicant's copy of the check list has been sent to: VW Ld IV .(TR- 37c1 1VTIL AI:- (A 12o in Esgil staff didnot advise the applicant contact person that plan check has been completed. Esgil staff did advise applicant that the plan check has been completed. Person contacted: .--.IJ Date contacted: Telephone # -Z REMARKS: By: 1L)/LL,1\ Enclosures: ESGIL CORPORATION / 7 JURISDICTION: (~qaSZAD Date________ PROJECT ADORE SS:/fI' L1' )i1f.S TO: Loi PLAN CORRECTION SHEET Plane Check No. 7° FOREWORD: PLEASE READ Plan check is limited to technical requirements contained in the Uniform Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and access for the handicapped. The plan check is based on regulations enforced by the Building Inspection Department. You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department or other departments. The items circled below need clarification, modification or change. All circled items have to be satisfied before the plans will be in conformance with the cited codes and regulations. Per Sec. 303 (c), of the Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law. A. PLANS Please make all corrections on the original tracings and submit two new sets of prints, and any original plan sets that may have been returned to you by the jurisdiction, to: / L- 24' IAfl c9i"J 32D /1ApE/ j)i<, Z /—jJ iis.cA To facilitate rechecking, please Identify, next to each circled item,the sheet of the plans upon which each correction on this sheet has been made and return this check sheet with the revised plans. The following items have not been resolved from previous plan reviews. The original correction number has been given for your reference. Please contact me if you have any questions regarding these items. Date plans received by plan checker__________ Date I plan check completed- By. 5r (- r AL - " Date i Prepared by* L5Y fL-/Y). Jurisdiction Es _______________ Bldg. Dept. VALUATION AND PLAN CHECK FEE g Esgil PLAN CHECK N._ÔlO9O 0 BUILDING ADDRESS 1O LAS - APPLICANT/CONTACT La) Fu€ PHONE NO._________________ BUILDING OCCUPANCY - 1-3 - DESIGNER PHONE_____________ TYPE OF CONSTRUCTION V-4 CONTRACTOR PHONE___________ BUILDING PORTION BUILDING AREA VALUATION MULTIPLIER VALUE Air ConditioninE Commercial Residential. Res. or Comm. Fire _Sprinklers Total Value Building Permit Fee $ Plan Check Fee $ $ C 0 H M E N T S 176 efL SHEET .3 OF 12/87 ESCli G(POATFN 2O 1C D Ji TIER 28 GCA2ll23 ((Sll56O-llMi8 DATE: /2 3o8 JURISDICTION: CITY OF CARLSBAD PLAN CHECK NO: :' 'c9O PROJECT ADDRESS: Li f'i I'f.Ct'j 3 PROJECT NAME: 5 PLAN CHECKER FILE COPY UPS DESIGNER D The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdictions building codes. The plans transmitted, herewith will substantially comply D with the jurisdiction's building codes when minor deficien- cies identified - are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected . and resubmitted for a complete recheck. The check list transmitted herewith is the jurisdiction's copy for your information. The plans are. being held at Esgil Corp. until corrected plans are submitted for recheck. fl 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: CAg.y /1'7L)S(J 'A Li Esgil staff did not advise the applicant contact person that plan check has been completed. 171 Esgil staff did advise applicant that the plan check has been completed. Person contacted: c'i'( iu1.cM(iS~E&J rOo Date contacted: ' Telephone # REMARKS: BY: 5' /)'LE.&t/ ENCL:______________ ESGIL CORPORATION PLAN CMCK NO JURISDIII0N: crr (cX IFiD TO: 'A-( AJ LS-12 CA TONK NO. ENCLDSURES: 4':s cuR$ 3Aij PiECD Date initial 1,olan checL c,1tec 12- AlJ~y Applicant contact person: 60'r elephone:?24 i4i4. 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 constructidn, 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. PLAN (X)KXION EK SIMLE FAMILY AND DUPIXK WELLI*S Date plans received by jurisdiction: Date plans received by Esgil Corporation: N: PAGE NMMM ARE NOT IN SEQUKKZ AS PAOM HAVIM ND IrEMS MMMIM COMUX=ONS WM DRTTFD. Carlsbad List 10, Single Family Dwelling and Duplex With All Supplements 1 3/25/86 A. PLANS (T) Please make all corrections on the oviginl 'tacings 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=efiaMb megeowueand name of person responsible for the preparation of the plans. Section 302 (a) 7. (Z) Plans, specifications and calculations shall be signed by a California state licensed engineer or architect. (California Business and Professions Code). -E&o c.-U Ldicnte d±itsna .frtnii cantthf line oE or alley to property line and distance free property lines to proposed building. Section 302 (c). IL FIRE PROINMOR Walls closer than 3 feet to property lines shall be one-hour rated construction, have no openings, and shall have 30 inch parapets when the building floor area exceeds 1,000 square feet on any floor. (Table 5. A. Section 1709 (a)). Projections, including eaves, may not extend more than 12 inches into the 3 foot setback from the proarty 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). )kt'. Plastic skylights shall not be installed within 8' of an exterior wall located where openings in such exterior wall are prohibited or required to be protected. Section 5207 (a) 7. X. Projections, including eaves, shall be Specify on the Title Sheet of the plans the one-hour fire-resistive construction, heavy gross floor area of each element of this project timber or of noncombustible material if they including-dwelling, garage, carport, patio, deck project into the 3' setback area from the and balcony. Section 302 (c)i - property line. Section 1710. () Provide a statement on the Title Sheet of Show location of permanently wired smoke the plans that this project shall comply with detector, centrally located in corridor leading Title 24 and 1982 UBC, TJMC, and UPC and 1984 to sleeping rooms or above stair if sleeping NEC. rooms are on upper level. Section 1210. () Submit fully dimensioned plot plan drawn to A smoke detector shall be installed iii the scale showing location, size, and use of all basement of dwelling units having a stairway existing and proposed structures on the lot, which opens from the basement into the dwelling. Identify property lines and show lot dimensions Such detector shall be connected to a sounding and all easements. Show location of all cut or device or other detector to provide an alarm - fill slopes and approximate finish flo9K which will be audible in the sleeping area. elevations for all structures and show Section 1210. elevations at all lot corners. - Section 302 (c). ® 57ZDC7-0 Rft L 4f4LfLJLA 7-76/JS 377wc7oRj-L 5t/5/-75 - PLA-iJ L. ED 5 'Y A c4 L/FAJf,' it4---7 k/JEEiZ ia Ri-,TEC.7 2 3/25/86 C. ROl SIZES, LIGEir,,VLLiI Habitable rooms, othaz than kitchens, shaH contain at least 70 square feet of floor area. Section 1207 (b). Window area must be at least 1/10 of the floor area and a minimum of 10 square feet per Section 1205 (a). Appears to be deficient in Openable window area in habitable rooms must be 1/20 of the floor area and a minimum of 5 square feet. In bathrooms laundry rooms and similar rooms 1/20 of area is required and minimum is 1.5 sq. ft. (Section 1205 (a)). At least 1/2 of the common wall must be open and have an opening not less than 25 sq. ft. if light and ventilation is being supplied from an adjacent room. Section 1205 (a). .1119. Required windows shall not open into a roofed porch unless the ceiling is at least 7 feet and the longer side is at least 65% open. Section 1205 (a). Provide mechanical ventilation capable of (providing five air changes per hour in bathrooms, water closet compartments, laundry rooms and similar rooms if required openable windows are not provided. Section 1205 (a). No habitable room, other than a kitchen, shall be less than 71 0" in any dimension. Section 1207 (c). Show that ceiling height for habitable rooms is a minimum of 71 6". Section 1207 (a). ,zf. Show ceiling height for laundry rooms, hallways, corridors, and bathrooms is a minimum of 7'011. Section 1207 (a)6 3 3/25/86 the daus, the 3C deer width for water closet coøartzants and 2411 clearance in front of water closet. Section 511 (a). () S'ecify safety glazing for glazing in hazardous locations such as glass doors, glazing adjacent to such doors and glazing adjacent to walkins surfaces Section 506 - F F/(AkH OI.S 'fQF '- ' Glazing, in the same wail plane as a door, must be safety glazing if within 1211 of the door and less than 60" above the walking surface, unless the glazing is leaded on faceted glass. Section 5406 (d) 7. Glazing in shower and tub enclosures shall be tempered, laminated or approved plastic (including windows within 5 fstOLtub_Qr. shower floor). Section 5406 (d) 5. Sleeping rooms shall have a window or exterior door for emergency exit. Sill height shall not exceed 44" above the floor. The window must have an openable area of at least 5.7 square feet with' the minimum openable width 20" and the minimum openable height 24". Section 1204. A mezzanine is an intermediate floor and may not have a floorarea exceeding 33 1/3 percent of the total floor area in the room below. The mezzanine floor must have a clear height of 7 feet, above and below, and must have the long side open to the room below except for posts and protective walls or railings not exceeding 42" in height. Section 1716. The loft you show does not comply asa mezzanine floor and is, by Uniform Building Code definition, a story. Section 1716. D. ITS, SThD&AYS. AND RAILDS 6ary, stal ay c±din o'naii have a 114naaio'S, acasared in the direction of travel' ,21 Floors above the second story shl.have at least equal to the stairway width. not less than 2 exits. Section 3303 (a). Section 3306 (g). _22' Required exit doorways shall be not less 13fr A dear may open over a stairway landing than 36" in width and not less than 6181 in provided the door, in any position does not height, and shall be capable of opening at least reduce the clear area of the landing in the 90 degrees. Section 3304 (e). direction of stairway travel, to less than one-half the required width of the stairway. 33 Provide 36" high protective railing for Section 3306 (g). porches, balconies, and open sides of stair landings. Openings between railings shall be ,34. A door may open inward at the top step of a less than 6". Section 1711. stairway provided the top step is not more than () Show how guardrail connection details are 7 1/2" lower than the floor level. Section 3304 (h). adeq ate to support 20 pounds per lineal foot at a right angle to the top rail. Table 23-B. Provide details of winding stairway complying with Section 3306 (d): Gj) Provide stairway and landing details. Section 3306 (b) & (c). Minimum tread is 6 inches at any point and minimum 9 inches at a point 12 - • () Maximum rise 8" and minimum run is inches from where the treads are got.narrowest. () Minimum headroom is 61 6". Maximum rise is 8 inches. () Minimum width is 30". C. Minimum width is 30 inches. All handrails per Section 3306 (j), shall I( Provide spiral stairway details, per satisfy the following: Section 3306 (f): () Provide handrail for stairways with 4 Minimum run is 7 1/2 inches measured or more risers, at a point 12 inches from where the () Handrail shall be 30" to 34" above the treads are the narrowest. nosing of treads. Maximum rise is 9 1/2 inches. () The handgrip portion of handrail shall C. Minimum headroom is 6 feet 6 inches. be not less than 1 1/4" nor more than 2" in cross-sectional dimension. J Spiral stairways may not be used for (See attached). required exits when the area served is greater than 400 sq. ft. Section 3306 (f). 4 3/25/86 ,,43' Spiral, stairways must have a c1lkin space of 26 inches between the cóluan .aad handrail, show dimension. Section 3306 (f). Provide I.C.B.0. Research Report and Number for metal stairway, or submit plans and calculations and approved fabricator regietered with the building department or note that the stairway fabrication shall be done under special inspection per the approved fabrication plans. Section 306 (a) 4B and Section 306 (f). In buildings over 2 stories in height, provide 3/4 hour fire-rated assemblies for all openings in the exterior wall below or within 10 ..feet horizontally of an exteriorstairway. 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). IF /-rP-cA-&p E. ROOFIM ,48' Specify roof slope. Roof slope is not adequate for roof type specified. Table 32-B; Section 3203 (h). Specify roof material and application. Chapter 32. )a< Specify I.C.B.0. or U.L. approval number for roof materials not covered in U.B.C., e.g., title, etc., Section 107. 5 3/25/86 Z Thn ndww clove or a fire Lratarclznt built"np cof, with rock o gravel surfacing, 'in inch-es in 12 inches, Saction 3203 (e) 2. The minimum clone for a fire retardant built-ut, roof, with can sheet surfacing, is 1/2 inch in 12 inches. Section 3203 (e) 3. ,4( 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. 5. Show roof drains and overflows. Section 3207. S6-"'Provide skylight details to show compliance with 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. () 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 eava 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. ,6(( Show veneer support and connections in 'Seismic Zones 3 and 4, comply with Section 3002, 4, 5, 6, and Section 2515 (a) regarding ties and #9 wire in horizontal joints or show construction to be per attached sheets 30-1 or 30-2. Show height and construction d'etafls of all masonry walls. Chapter 24. iLra self-closing doorS.and ctnnry Lndows. Section 1214. Note that cleanout openings shall be provided at the bottom of all cells to be grout Show garage frauing section, e±zts ofheader filled over 4' in a single pour. Cleanout 6hall over garage opening, lateral cross hnncing at be sealed before grouting, after inspection. elate line, method of bracing garage front, and Section 2414 (a) 8. holddowns if requireth Chapter 23. Show floor and roof connections to masonry Y!: Maximum shear panel ratio of height to walls. Connection shall resist 200 pounds per vidth is 3 1/2 to l. Table 25-I. lineal foot or the, actual design load, whichever is greater. Cross grain tension or bending in ;iIi' boors may open into the garage only if the wood ledgers is not permitted. floor or landing in the garaa is not more than Section 2312 (j) 3. A. L12 lower than the door threshold. Section 3304 (h). Provide details for damp proofing the foundation walls, below finish grade, where Provide an 18' raised platform for any FAU, useable space exists on the interior side of the water heater, or other device in the garage, walls. Section 1707 (d). , which may generate a flame or spark, UMC Section 508, UPC Section 1310 (a). Show a minimum 2" air space and flashing S 0 ' between planter and building walls. ;, EL YND&TXON REuu1xNl 'Section 2516 (c) 7. Per soils report, note on the plan the G. GARAGK AND CARPORS , soils classification, whether or not the soil is - expansive, and note the allowable bearing value. Garage requires one-hour fire protection on " 'Section 2905 (c). the garage side of walls and ceiling common to •, ' -' the dwelling. Table 5. B. Section 503 (d). ' (j) The foundation plan does not comply with är1. All elements supporting floor above garage, the soil report recommendation for this project. Please review the report and modify design, including walls supporting floor joists, to have ' 'notes and details as required to show one-hour fire-resistive protection on the garage compliance. side. Section 503 (a). / () Provide notes on the foundation plan /6. Show 1 3/8" solid core self-closing door listing the soils report recommendations for for openings between garage and dwelling, foundations, slab and building pad preparation. Section 503 (d). Garages are not permitted to open into a room used for sleeping purposes. Section 1104. P.00v, A,,ueD PLA-'J j,,j75 i&) rOO AJ LA--nJ -S /) ç 7E O!L 7'7T 6 3/25/86 The soils report recommends excavation's be ghvw foundation- reviewed by soils engineer. Note on the tted, or equal section 25I (è) 3 foundation plan that "Prior to the Contractor requesting a Building Department Foundation Show foundation bolt size and saejn. Inspection, the soils engineer shall advise the Section 2907 (e). building official in writing that: the building pad was prepared in Specify size, LC&B0, number and manufacturer of rower driven pins Show edge accordance with the soils report; and end distance and spacing. (' the utility trenches have been Section 306 (f). properly backfilled and compacted, SY. If required by structural calculations, and; show size, imbedment and location of hold down () the foundation excavations, fonings anchors on foundation plan. Section 2312 (f) and reinforcements comply with the () If hold downs are required by calculations,' soils report and approved plan". note on plan that hold down anchors must be tied in place prior to foundation inspection. : 7S Show height of all foundation walls. . Section 305 (e) 2. chapter 23. . Show adequate footings under all bearing Show height of retained earth on all . walls and shear walls. Section 2907 (b). foundation walls. Chapter 23. Show on the elevations, stepped footings 'O If cut or fill slopes exist, show distance for slopes steeper than 1:10. of foundation to edge of cut or fill slopes and 'Section 2907 (c). show steepness and heights of cuts and fills. . .. ..' Chapter 29. ' ,: Show minimum 18" clearance from grade to 8. bottom of floor joists and minimum 12" Note on plans that wood shall be 6" '. clearance to bottom of girders. minimum above finish grade. • Section 2516 (c). Section 2516 (c) 7. Show pier size, spacing and depth into Note on plans that surface water will drain ' undisturbed soil. Table 29-A. away from building and show drainage pattern and key elevations. Section 2905 (f). ,( Show minimum underfloor access of 18" x Dimension foundation per U.B.C. Table 29k: 24". Section 2516 (c). ,9(. Show minimum underfloor ventilation equal Floors to 1 sqi ft. for each 150 sq. ft. of underfloor Supported* Stemwall Width Depth area. Openings shall be as close to corners as 1 6" 12" 12" practicable and shall provide cross ventilation 2 8" 15" 18" on at least two approximately opposite sides. 3 10" 18" 24" Section 2516 (c). *Foundations may support a roof in addition to the floors. Where only a roof is supported, use foundation for one floor. 7 3/25/86 Specify that posts embedded in concrta shall be pressure treated per UBCStc1. No. 25- 12. Section 2516 (c). I. FRAMING Show wall bracing. Every exterior wood stud wall and main cross partition shall be braced at each end at least every 25 feet of length with 1 x 4 diagonal let-in braces or equivalent. Section 2517 (g) 3. Note cross bridging or blocking Floor /joists and rafters 12" or more in depth shall be supported laterally by bridging at intervals not exceeding 8 feet, unless both edges are held in line. Sec. 2506 (g). ,,I Show blocking at ends and at supports of floor joists, and for rafters at exterior walls. Section 2517 (d) 3. Show solid blocking at ridge line and at exterior walls on trussed roofs. Section 2506 (g), Section 2517 (h). Show double joists. Floor'joists shall be doubled under bearing partitions running parallel with the joists. Section 2517 (d) 5. Bearing partitions, perpendicular to joists, shall not be offset from supporting girders, beams, walls or partitions, more than the depth of the joist. Section 2517 (d) 5. ).8( 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. 8 3/25/86 Shaw 1/2" minimum clearanca batvjacn top 1ctc of interior partitions and bottom shard of trusser.. (To ensure loading will be an designed). thaw double top plate with eleirce lap splice. Section 2517 (g) 2. Show nailing will be in compliance with Table 25-Q. or note fire stops at the fallowing 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 interconnectioa between concealed vertical and horizontal spaces such as occur at soffits, drop ceilings and cove ceilings; 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 in openings around vents, pipes, ducts, chimneys, fireplaces and similar openings which afford a passage for fire at ceiling and floor levels, with noncombustible materials. Show stud size and spacing. Maximum allowable stud heights; Bearing wall: 2 x 4 and 2 x 6 max. 101 ; Non-bearing: 2 x 4 max. 141 , 2 x 6 max. 201. Table 25-R-3. Studs supporting two floors, a roof and ceiling must be 3 x 4 or 2 x 6 at 16" o.c. Table 25-R-3. Note an A.I.T.C. Certificate of C±ancs for glued laminated wood members shall ha givea to the building inspector prior to erection Section 306 (f). Detail all post to beam and post to footing connections and reference the deta11 to the plan. Section 2516 (m). 0. Detail shear transfer connections, including roof and floor diaphragms, to shear walls. Section 2513. Specify nail size and spacing for all shear walls, floor and roof diaphragms. Indicate required blocking. Maintain maximum diaphragm dimension ratios. (Tables 25 I, J, !) and Section 4713 (d). ~to - Show 3" x 4" or 2" x 6" studs in first ry of three story building. Table 25-R-3, Provide truss details and truss calculations for this project. ).S Provide roof framing plan and floor framing plan. Section 302'(a) 7. p1:' Provide framing sections through Section 320 -(a) 7. pI Specify all header sizes for opening over 4' wide. Section 2517 -(g) 5. Provide calculations for main vertical and horizontal framing members and post footings. 'Section 302 (a) 7. Show oro the pleas all structural requirements developed in the ct'ural calculations. 366 OtLDW. 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 ha 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, ,g Individual concrete or masonry piers shall project at' least 8 inches above e-xposed ground unless the columns or posts which they support are of approved wood of natural resistance to decay or treated wood is used. Section 2516 (c) 4. Show location of attic access with minimum size 22" x 30". Section 3205. Show draft separation for attic areas between units in a duplex. Section 2516 (f). )Z. Wood stud bearing walls, with studs at 24" o.c., require 3 ea. 2 x 4 or 2 ea, 2 x 6 or 2 en. 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. 127 Specify plywood grade and panel identification index. Table 25-N. )2. When roof pitch is less than 3:12, design ridge as a beam. Section 2517 (h). 324. If foundation cripple wall studs are less than 14" framing shall be solid blocking. Section 2517 (g) 4. )20. Provide calculations for lateral loads, shear panels, shear transfer and related. Section 302 (9) 7. 00 106 K & '1 PLA i Th SflV // LC LA Ti ô 3. ALL Cfir)f ,- 51/6A -AL-CS AS aE S AC, AJ&L) AJ /y fJ 1e' g. Xo( F'-oQ. 57W7VRMLS c UL4T7O,J. LA)/LL 16E ff-CFEt L,-i ,41r&t y ,°u-j i POC'r cu,?m,e/ &e1eECr7o.Jç A(/3)' f6/f/tD R AZ7/,Y 77115 9 3/25/86* Cripple wall studs exceeding 4 feet2MJ height shall be 3 inch by 4 inch or 2 inches by 6 inches when supporting 2 stories. Section 2517 (g) 4. Show plywood sheathing over exposed eaves, or other weather exposed areas, is exterior grade. Section 2516 (g) 3. )32. 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). P4. 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. In open beam construction, provide strap ties across the beams at the ridge support. Section 2501 (b). J. MANICAL All heating, ventilating, and cooling systems and appliances shall comply with the Uniform Mechanical Code. () Show the size, location and type of all heating and cooling appliances or systems. Show source of combustion air to furnace, per Chapter 6, UMC. Every dwelling unit shall be provided with heating facilities capable of maintaining a room temperature of 70 degrees F. at 3 feet above the floor in all habitable rooms. Show basis for compliance. UBC, Section 1211. 10 3/25/86 )4d1 S1w aininun dana be tctnd 'ing space in front oir f iace Section 505, UMC. () Note on plane, clearances to be per manufacturer's listing. Section 504, UMC. Furnace shall not be installed under any stairway. Section 704, UMC. Furnace shall not be installed in any bedroom, bathroom or in an closet or confined space with access only through such room, unless specified as direct vent appliance, enclosed furnace or electric heating appliance. Section 704, UMC. Show I.C.B.0. approval number for prefab fireplace. 415. Show access to the attic or underfloor furnace to be minimum 30 inches by 30 inches, Section 708 & 709 UMC. Note that passageway to the attic furnace shall be unobstructed and have continuous solid flooring not less than 24 inches wide. Section 708, UMC. Show permanent electrical outlet and lighting fixture controlled by a switch for the attic furnace. Section 708, UMC. Show details to comply with Section 709 for furnace under the floor, or Section 710 for roof or outside furnace. (). 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. K. ELICAL (RKrIOIZPL IC4L com1bustion wataT hsater shall. not ba tails in bath or bedroom or in o cloent All wiring shall comply with the National opening into bath or bedroom. Electrical Code. UPC, Section 1309. . Show on the plan the amperage of the Qec Provide adequate barrier to 3pr0ta0t water tridal service, the location of the service heater from vehicle damage. UPC, Section 131-0. panel and the location of any sub-panels 51. Show location of all electrical Show T and P Valve on water heater and 'eceptacles. show route of discharge line to exterior. UP, Section 1007 (e). 12. Electrical receptacle locations and/or spacing is not adequate in Provide dryer vent to outside. UHC9 Section 1903. 162 Note on the plan that hose bibbe and lawn sprinkler systems shall have prnved backf low • Show at least one convenience outlet other prevention devices. UPC, Section 1003. than outlets for laundry, etc., outdoors9 in Shoier stall shall accommodate a 30' garages and basements. NEC, Art. 210-52. circle and have a minimum floor area o • 1,024 sq. in. UPC, 909 (d). Note convenience outlets in bathrooms, outdoors, and in garages and basements (other L NGISB flISULAIOW (IXJPLEFS) than for laundry and similar equipment) shall be Gil protected, NEC, Art. 210-8. Show details of duplex common (party) ,61. walls and floor/ceiling assemblies to achieve a Note electrical system ground to be Sound Transmission Class (SIC) rating in walls provided per NEC, Art. 250-81. of 50 decibles and on Impact InsulationClass (IIC) rating on floor/ceiling of 50 decibles. L. PLUMBING (UNIFOi PLUMBING (X)OE) Title 25. Show water heater size, type and location Show how penetrations of assemblies for on plans. UPC, Section 1310. piping, electrical devices, recessed cabinets, bathtubs, soffits, or heating ventilating, or Show source for providing combustion air exhaust ducts shall be sealed, lined, or to fuel burning water heater. If wall opening insulated to maintain required sound in an enclosure are used, at least one-half of transmission rating. Title 25. the required opening area shall extend into the upper twelve inches of the enclosure and Provide insulation in walls and ceiling to one-half within the lower twelve inches. achieve SIC of 50 between garage and living area UPC, Section 1307. if garage. use is not controlled by resident. Title 25. 11 3/25/86 N. xKKWY xvATION: PLEASE READ State regulations (California Admin. Code) require that the design satisy one of the attached alternative energy packages or submit calculations. The law also requires that many .'-. mandatory conservation items be satisfied. 0. 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. 6 . 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. 6. Show on the plans the "R" value for the walls, floors, ceiling and related areas. Show double glazing as per Energy Design, on Glazing Schedule. Show on the plan how shading requirements are satisfied. 6J. The plans are not in compliance with the energy conservation compliance package selected or design calculations provided. Show on plans conformance as follows: v) flit ft1fr'- A./,1-S 'l-'W-4 6o-' ro c% 67 fLoo /1-&4. 12 3/25/86 e.iiy ci 4blnz all of the mandatcj eney coevation requirements an listed on the enclosure titled, Mandatory Energy-Conservation kauirements0 6J). Show the size, type, make, model and location of the space heating (or cooling) system and provide he&t loss calculations if the output BTU/Hr. exceeds 45,000. 0. CAKSMS.F.D. & DUPM SUPPLIMM. Energy conservation design should be for Zone 7 See attached energy packages. Floor drains must have auto-prime (city policy). 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). All piping for present or future solar water heating must be insulated when in areas that are not heated or cooled by mechanical means (city policy). M. Incorporate the waterproofing details, on the attached Policy 80-8, where interior living space occurs below grade at the masonry wall(s). 182 Show on the Title Sheet on tha ià2'e, the i ormation 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). Please see additional corrections, or remarks, on the following page. The City of Carlsbad has contracted with Esgil Corporation located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123; telephone number of 619/560-1468, to perform the plan check for your project. If you have any questions regarding these plan check items, please contact 54= AIEE7I 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: 13 10/6/86 DEC pt!ng O!ce 792 l-, 8792 rs e dent SC en all structures Show compliance with USC Section 3703 (a). City ftdlvance 9792 requires two p4rk-l. ing spaces/unit with clear area of 20'x20° i.e. no washing machines, etc.. Show compliance. cr ! Prepared by: th i?p VALUATION ANti PLAN Egi1 PLAN CHECK BUILDING ADDRESS - &CEd ,'JO 3L4---- &1-4 APPLICANT/CONTACT 64x'7' PHONE N0q2$-4-/4. BUILDING OCCUPANCY - DESIGNER PHONE___________ TYPE OF CONSTRUCTION CONTRACTOR PHONE___________ BUILDING PORTION BUILDING AREA VALUATION MULTIPLIER VALUE Air _Conditioning Commercial Residential Res. or Comm. -Fire Sprinklers Total Value 1 Fee Adjusted To Reflect DEnergy Regulations (Fee x 1.1) 0 Handicapped Regulations (fee x 1.065) Building Permit fee $ 57O Plan Check fee COMMENTS? 8/4/82 3% 7$ S p PLAN CHECK NO. J//qo ADDRESS &,45 4'0if-S DATE PLANNING Ip " 41 ZONE: (/\i I TYPE OF PROJECT AND USE: - SCHOOL DISTRICT: SAN DJUUITO ENCINITAS CARLSBAD " SAN MARCOS SETBACKS: FRONT SIDE REAR -- DISCRETIONARY ACTIONS: 4 REDEVELOPMENT PERMIT REQUI Z /~//, LANDSCAPE PLAN COMMENTS:____________________________________________________________ ENVIRONMENTAL REQUIRED: -ffz COASTAL PERMIT REQUIRED: YES NO ADDITIONAL COMMENTS: OK TO ISSUE: DATE: ENGINEERING 7 LEGAL REQUIREMENTS LEGAL DESCRIPTION VERIFIED?e4o_— APN CHECKED? EASEMENTS: 'iQ.RAIGHT-OF-WAY: EDU'S: 1.0 DRAINAGE:SNcJT'p,c,qrL.Lô-C IMPROVEMENTS: F7.ir1ø _rus4i&t 14 FIELD ClECK DATE & INITIALS:_______________ - PERMITS REQUIRED -. - GRADING: F lzdlx:~ GRADING COMPLETION CERTIFIED: ,J114- DRIVEWAY:_______________________ INDUSTRIAL WASTE:_______________________ - FEES REQUIRED PARK-IN-LIJ QUADRANT:_______ PER UNIT: TOTAL FEE:_____________ P.F.F.14 TRAFFIC IMPACT FEE PER UNIT: TOTAL FEE:______________ ____________ FACILITIES MGMT, FEE:/784* BRIDGE & THOROUGHFARE FEE:__ it SEWER FEE (CONNECTION)tD c3OI2. SEWER LATERAL -,DjiJ c ADDITIONAL COMMENTS:______________________________________________________________ C E 0 (U 00 OK TO ISSUE: DATE: DPD2:DPD6: 10/24/86 0 047 / 00 d DO -C) ZZ? JJci3 lQr j, 57 1 nt _ I (91r L sto • .. Floc) Floc)y / • / . .•• .JJ ____ W.. ±• .. •••• .• V.. .j.og S9JôQ. )qo5 VJ 9405 0 __ iso.iO __ 0 00 6 -- __ 11111 c2L iiJToIsIi IIiii_III j 10 \. L•: ( I -...-.. I Od CI\ 'I •1 0 40 De.c J2 -c . . . . . • 1 Dead Løcd . . .. .,. .. .( . .,•. . ..1 6 0G.. i1 c(ii Ic../ I - I ' I(7 . 1 19 !ô 9i q-7 -)i' o• / ti / ,- ;:: JL2Y CJt( F;/Lf Jo' SOI.7' ti:. i i__•- ' 2- . I 0 (no4ckd (po (8' -Io 5,S'50 10 4 E Do 2La. ... .,.--. Wo H ll3 6t' I&'Gs . ., co c•I( Hr'Hc F(\(: )g 1 -c7//OL _ 5- \1k): I IC -, 1•00 I / I .,);. - / J. I / ,..-, / •7' ;- / 1 / - I 7 ) 7! p OF / JDo - A 5•i( •-.. ..:.. . \X).)1 )118 U 1525 Escondido Blvd. Suite A Escondido, CA 92025 (619) 741-053 , 3 LAND DEVELOPMENT Surveying - Perc Tests - Lot Splits Grading Plans & Compaction Tests Jan. 13, 1989 City of Carlsbad 2075 Las Palmas Drive Carlsbad, CA. 92008' Attn: Tony Mota, Senior Building Inspector Re: 1340 & 1350 Las Flores Drive, Carlsbad Plan 'Check 86-690 & 86-691 TO WHOM IT MAY CONCERN: In 'April 1988 I issued" a Rough Grading: and -Compaction Report covering the grading associated with the above referenced pro- ject in your City. The Preliminary Soils Report for the project required that alluvial soil be removed and recompacted to a depth of 1 foot below foundation levels. This was accomplished in the graded a-r.ea. However, since a portion of the residence was proposed on 'stem wall construction, no grading was performed in that area. Therefore I had note-d in my report that these foundations should be "deepened" to encounter firm native for- mational soils and that foundation excavations must inspected by this'Engineer prior to placement of concrete. It has come to my attention that these residences are now com- plete and our office was neyer give , an opportunity 'to make that inspection prior to placement of foundatiOn concrete. This letter is to make clear my' position, that in the event of any future problems related to foundati'ons, I will not accept any responsibility, since myiiih recommendations were nor adhered to. Sincere 1 Herâld R. Lant, RCE 33220 Jltfr.- j1(Y N0.33220 Jrr Exp. 6•309Q J, CIVIL ENGINEERING ' LAND SURVEYING 1525 Escondido Blvd. Suite A Escondido, CA 92025 (619)741-0533 LAND DEVELOPMENT Surveying. Perc Tests - Lot Splits Grading Plans & Compaction Tests April 21, 1988 City of Carlsbad Building Inspection Dept. 1975 Las Palmas Drive Carlsbad, CA. 92008 Re:' Parcels 2 & 3 of PM 13027 Owner: Ben Kouns Subject: Rough Grading Report TO WHOM IT MAY CONCERN: Site grading has been completed for the proposed single family residence site at the above referenced locations in the City of Carlsbad. Grading was relatively minor land we were informed by the developer that no grading plan was required. .A field representative from this firm was present to monitor this gradi ng and to insure compliance with applicable City of Carlsbad ordinances. A representative from this firm was present to make visual inspection as grading progressed and to perform relative compac tion testing at representative locations to insure that adequate compaction was obtained. Copies of our test results are attach ed for your review and made part of this report. Also attached and made part of this report is a standard County of San Diego Form 73 Grading Report that has been completed with respect to. this project. All vegatation, debris and disturbed topsoils were removed from the site prior, to starting any embankment. The existing firm native soils were "keyed" into, as embankment was brought up in approximately 8 inch lifts. All alluvial soils were removed and recompacted in a dense embankment. ' An adequate "toekey" was 'made prior to starting embankment construction. Grading was completed in conformancewith industry standards and recommendations contrained in the Preliminary Soils Report for the project dated Sept. 17, 1986 prepared by Southern Calif ornia Soil & Testing (RCE 36037) CIVIL ENGINEERING LAND SURVEYING / -'. Grading consi.st~óf. minor excavation along the easterly boundary of Parcel 2. . excavation material was used for embankment on Parcel 3 (adjacent to the south) A single family residence constructed on a wood joice floor system on concrete foundations is proposed on Parcel 2 with a conventional slab on grade res- idence is porposed on Parcel 3. Material consisting of nonexpansive silty sands make up the site. A sketch of the graded site with compaction test locati ons plotted is also attached. Foundation soils are considered to be nonexpansive and foundation recommendations are contained on the attachment. Please refer to notes on the attached form 73 remark portion. All compact:ion test results were in excess of 90% relative compaction. This site may now be considered as acceptable for construction of the proposed residential structure. Respe 11 submitted, H.1d R. Lantis RE 33220 LJI ct No. 33220 ):~DlJ \ Exp. 630.90 1* OF FS IS, F.3 •t'.' u V U U MW U W - U W — - — w. w DEPARTMENT OF PLANNING AND LAND USE CODES DIVISION SAN DIEGO OFFICE NORTH COUNTY OFFICE RETURN TO: 0 5201 Ruffin Road, Suite B3 . 0 334 Via Vera Cruz San Diego, CA 92123 San Marcos, CA 92069 565-5920 741.4236 23 Project Location I—Ac Fwmes b(VE1 OF PM /3021 Name of Permittee I? AM At out.i6 Mt4$ BAI> Grading Permit No. This report form for a "minor" grading project is tobe completed and signed by the Registered Civil Engineer (or Architect) who has been designated on the Grading Plan and Permit as the Engineer who will furnish the compaction report for work authorized by a grading permit issued by the Department of Planning and Land Use. The intent of the format is to provide information to the Department of Planning and Land Use as to grading compliance with the approved Grading Plan and Permit. Where the questions below refer to location, configuration or quantity of cut and/or fill areas, it is understood that your response will not normally be based on an actual land survey or detailed earthwork quantity calculations. It should be noted, however, that the Department is particularly concerned where there are possible infractions with respect to over-steepened slopes, encroachments of required setbacks, uncompacted fills placed, or where the quantity of fill placed differs substantially from that authorized. The Department of Planning and Land Use requires that all fills authorized by a Grading Permit be compacted to a minimum of 90% of maximum density with the exception that not more than 12 of uncompacted and untested fills may be dispersed over the land parcel. The need to compact all fills that are beyond the present limits of the present proposed construction is to insure that future proposed construction of room additions or swimming pools or similar structures will not require that uncompacted fills be removed or recompacted, or that extensive foundation work be installed. Compaction reports will not be accepted unless this form is completed and signed by the registered person. A. COMPATIBILITY WITH GRADING PLAN AND PERMIT Nb IPL&N WWVIDV-D Was the compacted fill placed only in the approximate locations designated on the grading plan as areas to be filled? Yes ______ No a? Did the quantity of fill material placed approximately conform to the grading plan? Yes ______ No Did the toe of fill or the top of cut appear to meet the prescribed property line setback No (1.5' for fill; 3.0' for cuts)? Yes _______ Were the finished fill slopes equal to or less than 2 horizontal to I vertical'? Yes V No If the fill material was obtained by cuts on the site, were the cuts made in the proper location and to the proper slope approximately as shown on the approved grading plan? Yes ______ No Were brow ditches constructed approximately as shown on the grading plan? Yes ______ No B. LOCATION AND AMOUNT OF COMPACTION TESTS Have you attached a sketch and data showing the location and relative elevation for all V No compaction tests? Yes Was a compaction test made so that there is at least one test in each 2' thick lens of compacted matd}ial? Yes _______ No - As indicated by inspections, observations and compaction test results, was the fill, excluding the V' top 1.0', compacted to at least 90% of maximum dry density? Yes No - C. QUALITY OF FILL COMPACTION OPERATION Was the area to receive fill properly prepared in terms of brush removal, benching, wetting, removal of noncompacted fill or debris and related items? Was all detrimentally expansive soil placed in the fill at 3' or more below finish grade? Have you attached a copy of your curve showing the relationship between optimum moisture content and maximum density? Was all material used as fill (earth, rocks, gravel) smaller than 12" in size? 5; Are all areas of the fill suitable for support of structures? 6. Were all existing fills on the site recompacted in accordance with the provisions of the grading ordinance? Yes 11-1 No Yes No - Yes __ No Yes _____ No Yes ____ No Yes _____ No I- 1/) z w MOISTURE LABORATORY COMPACTION TEST RESULTS SOIL DESCRIPTION MAX. WET. OPTIMUM MAX. DRY. DENSITY MOISTURE DENSITY (PCF) CONTENT'(Z) (PCF) t3rzN. £urysP#ND .. . FIELD FIELD MAX. DRY RELATIVE MOISTURE DENSITY DENSITY COMPACTION CONTENT (2) DRY (PCF) (PCF) (x) DATE TEST LOCATION . O.G. E.G. OF NO. OF TEST: TVeT EE.ATAt 0 kZ4 -0 + z - -- ______ H '1317 pr - o rz.(. 2O.9 9?0 dol 1535 S. Escondido Blvd I1 L Escondido, CA 92029 LAND DEVELOPMENT Engineering & Surveying SITE: L FLoES Vxzije M~1S%Pb No. 33220 Exp. 6•30sO )4. D.; STATISTICAL DATA I. Dates the grading work was performed: 4'- 2. Dates your representative was on site and number of hours on site for each date, and name of representative: E. AS-BUiLT DATA / I. If the fill placement was not in accordance with the approved grading plan, did you notify the permittee to obtain approval for deviation from the plan before proceeding with additional fill placement? Yes _______ No 2. If the approved grading plan does not reflect the actual location, depth and type of fill, have you submitted for review and approval an as-built plan? Yes ______ No REMARKS: OMVEND 44O NO.S (bP d \Børror) CcNTiNiouS IN ALL 2gIrJC, r-buNbN-TtoNS Ac A MINIMUM tEr.6,i 4o.rE: It *.00t LOOtt AtA CF WucE ON V'CL Z oULI) E bEEND Tb BE WIN. It.b FtttM cofl.. ANb YqILL REQUIMS lNPEtricn'4 ' ,4L. ND 1iOf ThUft(NC, - CERTIFICATION I hereby certify, under penalty of perjury, that the information provided in this certification is true to the best of my knowledge and belief. 1535 S. Escondido Blvd. Escondido, CA 92025 (619) 741-0533 R. LJ No. 332o L*p. 90 BY: HEIKLD R. LANTIS, RCE 33220 DPL 973 Rev. 5.-79 p f .'.y '' .J 0 SITE PREPARATION AND FOUNDATION RECOMMENDATIONS KOUNS LOTS LAS FLORES DRIVE CARLSBAD, CALIFORNIA PREPARED FOR: Ms. Pat Kouns 1365 Forest Avenue Carlsbad, California 92008 PREPARED BY: Southern California Soil & Testing, Inc. • Post Office Box 20627 6280 Riverdale Street San Diego, California 92120 r SOUTHERN CALIFORNIA SOIL AND TESTING, INC. 6280 RIVERDALE ST. SAN DIEGO, CALIF. 92120 • TELE 280-4321 • P.O. BOX 20627 SAN DIEGO, CALIF. 92120 6 7 B ENTERPRISE ST. ESCONDIDO, CALIF. 92025 T E L E 746-4544 September 17, 1986. Ms. Pat Kouns SCS&T 8621177 1365 Forest Avenue Report No. Carlsbad, California 92008 SUBJECT: Site Preparation and Foundation Recommendations, Kouns Lots, Las Flores Drive, Carlsbad, California. Dear Ms. Kouns: In accordance with your request, we are providing herein site preparation and foundation recommendations for the subject project. PROJECT DESCRIPTION It is our understanding that the site will be developed to receive a two and/or two-story residential structure of wood-frame construction. Shallow foundations and raised floor systems are anticipated. Grading will be minor and for drainage purposes. SITE DESCRIPTION The subject site is located at in the City of Carlsbad, California. The lots are vacant and bounded by residential developments. The lots legal description is Parcel 2 and 3 of Parcel Map Number 13027 • SOUTHERN CALIFORNIA SOIL AND TESTING, INC. SCS&T 8621177 September 17, 1986 Page 2 SOIL DESCRIPTION As exposed in four test pits the site is covered by approximately one foot of loose, humid, light-brown, silty sand. These deposits subsequently are underlain by at least two feet of medium dense, very porous, humid, tan-brown, silty sandy subsoils. An expansion Index test and single point consolidation tests were performed on representative samples of the foundation soils. This and other test results are, presented on Plates Number 1 and 2. - CONCLUSIONS AND RECOMMENDATIONS GENERAL No geotechnical conditions were found which will preclude site development as presently proposed. The site is underlain, by compressible topsoils and subsoils. These materials are considered unsuitable for the support of settlement sensitive improvements and will require partial removal and replacement as compacted fill. The prevailing foundation soils were found to be low expansive. The following recommendations reflect this condition. GRADING SITE PREPARATION: Site preparation should begin with the removal from the site area to be developed of all existing vegetation and deleterious matter. Existing loose topsoils and subsoils underlying areas to receive settlement-sensitive Improvements, (driveways and exterior slabs included) should be removed to a depth of one foot below the bottom of the proposed footings. The soil exposed should then be scarified to a depth of 12 inches, heavily watered and recompacted to at least 90 percent, as determined in accordance with ASTM 0-1557-78, Method A or C. Minimum horizontal removal limits are five 'feet -beyond the perimeter of the structure. SCS&T 8621177 September 17, 1986 Page 3 DRAINAGE: The site should be graded and maintained such that surface I drainage is directed away from the structures into controlled drainage devices EARTHWORK: All earthwork and grading contemplated for site preparation should be accomplished In accordance with the attached Recommended Grading Specifications, and Special Provisions. All special site preparation recommendations presented in the sections above will supersede those In the standard Recommended Grading Specifications. All embankments, structural fill and fill should be compacted to at least 90% relative compaction at or slightly over optimum moisture content. Utility trench backfill within five feet of the proposed structures and beneath asphalt pavements should be compacted to minimum of 90% of its maximum dry density. 'The maximum dry -density of each soil type should be determined in accordance with A S.T.M. Test Method D-1557-78, Method. A or C. FOUNDATIONS ' GENERAL: Shallow foundations may be utilized' for the support of the proposed structure. The footings should have a minimum depth of 12 Inches and 18 inches for one and two story structures,, respectively. A minimum width of 12 inches and 24 inches is' recommended of continuous and isolated footings, respectively. A bearing capacity of 1000 psf may be assumed for said footings. This bearing capacity may be increased by one-third when considering wind and/or seismic forces. REINFORCEMENT: Both exterior and interior continuous footings should be reinforced with one #5 bar positioned near the bottom of the footing and one #5 bar positioned near the top of the footing. This reinforcement is based on soil characteristics and is not Intended to be in lieu of reinforcement necessary to satisfy structural considerations. EXTERIOR SLABS: Exterior concrete slabs-on-grade should have a minimum, ' actual thickness of four inches and'bê reinforced with a 6"x6-W1.4xW1.4 welded wire mesh throughout. Weakened plane joints should be provided for SCS&T 8621177 September 17, 1986 Page 4 any exterior slab greater than five feet in width. Any slabs between five and ten feet should be provided with longitudinal weakened plane joints at its center line. Slabs exceeding ten feet in width should be provided with a weakened plane joint located three feet Inside the exterior perimeter as indicated on Plate Number 3. Both traverse and longitudinal weakened plane joints should be constructed as detailed. LIMITATIONS 46 The recommendations and opinions expressed in this report reflect our best estimate of the project requirements based on an evaluation of the subsurface soil conditions encountered at, the subsurface exploration locations and the assumption that the soil conditions do not deviate appreciably from those encountered. It should be recognized that the performance of the foundations and/or cut and fill slopes may be influenced by undisclosed or unforeseen variations in the soil conditions that may occur in the intermediate and unexplored areas. Any unususal conditions not covered in this report that, may be encountered during construction should be brought to the attention of , the soils engineer so that 'he may make modifications If necessary. In addition, this office should be advised of any changes in the project scope or proposed site grading so that It may be determined If the recommendations contained herein are appropriate. This should be verified in writing or modified by a written addendum. If you have any questions regarding this report please contact our office. Respectfully submitted, INC. Daniel B. Adler, R.C.E. #3667.' DBA:mw ' cc: (,2) Submitted (2) Gary Rasmussen (1) SCS&T, Escondldo SINGLE POINT CONSOLIDATION TEST RESULTS SAMPLE NO. P1@2.5 P2@2' INITIAL MOISTURE, % 1.7 5.1 - INITIAL DENSITY, PCF 106.6 108.2 - % CONSOLIDATION BEFORE WATER ADDED 1.5 1.4 - % CONSOLIDATION AFTER WATER ADDED 7:1 4.6 - FINAL MOISTURE, % 15.0 13.1 - AXIAL LOAD, KSF 2.58 2.58 SOUTHERN CALIFORNIA +5 L+ SOIL &, INC. 6 80 RtVROALE STREET 1. AN DIEGO, CALIFORNIA. 92140 Round Lots . BY DATE 9-18-86 1011 NO.8611122 Plate No. 1 EXPANSION INDEX TEST Sample: Condition: Initial Moisture Content: Initial Dry Density: Final Moisture Content: Normal Stress: Expansion Index: P1 @ 1.5' Remolded 6.6 % 123.3 pcf 10.9 % 144.7 psf 0 CLASSIFICATION OF EXPANSIVE SOIL EXPANSION INDEX POTENTIAL EXPANSION 1-20 very low 21-50 low 51-90 medium 91-130 high Above 130 very high 11 • SCS&T 8621177 September 17, 1986 Plate Number 2 3' 3' WEAKENED '. TRANSVERSE PLANE . WEAKENED WEAKENED JOINTS PLANE JOINTS 6' ON CENTER .•.•7f.:••. (MAX. 3 1 LI 10' j 51-10' SLABS IN EXCESS OF 10 FEET IN WIDTH SLABS 5 TO 10 FEET IN WIDTH PLAN N.T.S. 1----- 1/8T01/4 JOINT_SEALER \ 11/4J \ 6x6"-10/10 WWM CONTINUOUS ______ I \611 x6"-10/10 WWM 18" _4 STRIP IN ADDITION TO CON- TINUOUS REINFORCEMENT DETAIL-WEAKENED PLANE JOINT N,T.S. SOUTHERN CALIFORNIA BOIL & TESTING, INC. SSO PIV•ROAL• STRUT SAN oi.00 CALIFORNIA ••ISO d DATE DBA g-ig-g 8621177 Plate' No. 3 KOUNS LOTS, CARLSBAD RECOU4ENDED GRADING SPECIFICATIONS - GENERAL PROVISIONS I GENERAL INTENT The intent of these specifications is to establish procedures for clearing, compacting natural ground, preparing areas to be filled, and placing and compacting fill soils to the lines and grades shown on the accepted plans. The recommendations contained in the preliminary geotechnical investigation report and/or the attached Special Provisions are a part of the Recommended Grading Specifications and shall supersede the provisions contained hereinafter in the case of conflict. These specifications shall only be used in conjunction with the geotechnical report for which they are a part. No deviation from these specifications will be allowed, except where specified in the geotechnical soil report or in other written communication signed by the Soil Engineer. OBSERVATION AND TESTING Southern California Soil and Testing, Inc., shall be retained as the Soil Engineer to observe and test the earthwork in accordance with these specifications. It will be necessary that the Soil Engineer or his representative provide adequate observation so that he may provide an opinion that the work was or was not accomplished as specified. It shall be the responsibility of the contractor, to assist the soil engineer and to keep him appraised of work schedules, changes and new Information and data so that he may provide these opinions. In the event that any unusual conditions not covered by the special provisions or preliminary soil report are encountered during the grading operations, the Soil Engineer shall be contacted for further recommendations. If, in the opinion of the Soil Engineer, substandard conditions are encountered, such as; questionable or unsuitable soil, unacceptable (R-1O/85) SCS&T 8621177 September 17, 1986 Appendix, Page.2 moisture content, inadequate compaction, adverse weather, etc., construction should be stopped until the conditions are remedied or corrected or he shall recommend rejection of this work. Test methods used to determine the degree of compaction should be performed in accordance with the following American Society for Testing and Materials test methods: Maximum Density & Optimum Moisture Content - A.S.T.M. 0-1557-78. Density of Soil :In-Place -' A.S.T.M. D-1556-64 or A.S.T.M. 0-2922. All densities shall be expressed in terms of Relative Compaction as determined by the foregoing A.S.T.M. testing procedures. PREPARATION OF AREAS TO RECEIVE FILL All vegetation, brush and debris derived from clearing operations shall be 'removed, and legally disposed of. All areas disturbed by site grading should be left in a neat and finished appearance, free from unsightly debris. After clearing or benching, the natural ground in areas to be filled shall be scarified to a depth of 6 Inches, brought to the proper moisture content, compacted and tested for the minimum degree of compaction in the Special Provisions or the recommendation contained in the preliminary geotechnical investigation report. All loose soils in excess of 6 inches thick should be removed to firm natural ground which is defined as -natural soils which possesses an in-situ density of at least 90% of its maximum dry density. 0 When the slope of the natural ground receiving fill exceeds 20% (5 horizontal units to 1 vertical unit), the original ground shall be stepped (R-1O/85) ii SCS&T 8621177 September 17, 1986 Appendix, Page 3 or benched. Benches shall be cut to a firm competent soil condition. The lower bench shall be at least 10 feet wide or 1 1/2 times the the equipment width which ever is greater and shall be sloped back into the hillside at a gradient of not less than two (2) percent. All other benches should be at least 6 feet wide. The horizontal portion of each bench shall be compacted prior to receiving fill as specified herein for compacted natural ground. Ground slopes flatter than 20% shall be benched when considered necessary by the Soil Engineer. Any abandoned buried structures encountered during grading operations must be totally removed. All underground utilities to be abandoned beneath any proposed structure should be removed from within 10 feet of the structure and properly capped off. The resulting depr'essions from the above described procedures should be backfilled with acceptable soil that Is compacted to the requiremeTnts of the Soil Engineer. This includes, but is not limited to, septic tanks, fuel tanks, sewer lines or leach lines, storm drains and water lines. Any buried structures or utilities not to be Li abandoned should be brought to the attention of the Soil Engineer so that he may determine if any special recommendation will be necessary. All water wells which will be abandoned should be backfllled and capped in accordance to the requirements set forth by the Soil Engineer. The top of the cap should be at least 4 feet below finish grade or 3 feet below the bottom of footing whichever is greater. The type of cap will depend on the diameter of the well and should be determined by the Soil Engineer and/or a qualified Structural Engineer. FILL MATERIAL Materials to ,be placed in the fill shall be approved by the Soil Engineer and shall be free of vegetable matter' and other deleterious substances. Granular soil shall contain sufficient fine material to fill the voids.. (R-10/85) fl S SCS&T 8621177 September17, 1986 Appendix, Page 4 The definition and disposition of oversized rocks, expansive and/or detrimental soils are covered in the geotechnical report or Special Provisions. Expansive soils, soils of poor gradation, or soils with low strength characteristics maybe thoroughly mixed with other soils to provide satisfactory fill material, but only with the explicit consent of 0 the soil engineer. Any Import material shall be approved by the Soil Engineer before being brought to the site. PLACING ANDCOMPACTION OF FILL S Approved fill material shall be placed in areas prepared to receive fill in layers not to exceed 6 inches in compacted thickness. Each layer shall have a uniform moisture content in the range.that will allow the compaction S effort to be efficiently applied to achieve the specified degree of compaction. Each layer shall be uniformly compacted to a minimum specified degree of compaction with equipment of adequate size to economically compact the layer. Compaction equipment should either be specifically designed for soil. compaction or of proven reliability. The minimum degree of compaction to be achieved is specified in either the Special Provisions or the recommendations contained in the preliminary geotechnical investigation' report. S When the structural fill material includes rocks, no rocks will be allowed to nest and all voids must be carefully filled *with soil such that the minimum degree of compaction recommended in the Special Provisions is S achieved. The maximum size and spacing of rock permitted in structural fills and in non-structural fills is discussed in the geotechnical report, when applicable. . f Field observation and compaction tests to estimate the degree of compaction of the fill will be taken 'by the Soil Engineer or his representative. The location and frequency of the tests shall be at the Soil Engineer's S (R-1O/85) SCS&T 8621177 September 17, 1986 Appendix, Page 5 discretion. When the compaction test Indicates that a particular layer Is less than the required degree of compaction, the layer shall be reworked to the satisfaction of the Soil Engineer and until the desired relative compaction has been obtained. Fill slopes shall be compacted by means of sheepsfoot rollers or other suitable equipment. Compaction by sheepsfoot rollers shall be at vertical Intervals of not greater than four feet. In addition, fill slopes at ratios .of two horizontal to one vertical or flatter, should be trackrolled. Steeper fill slopes shall be over-built and cut-back to finish contours after the slope has been constructed. Slope compaction operations shall result in all fill material six or more inches Inward from the finished face of the slope having a relative compaction of at least 90% of maximum dry density or that specified in the Special Provisions section of this specification. The compaction operation on the slopes shall be continued until the Soil Engineer is of the opinion that the slopes will be stable in regards to surficial stability. Slope tests will be made by the Soils Engineer during construction of the slopes to determine if the required compaction is being achieved. Where failing tests occur or other field problems arise, the Contractor will be notified that day of such conditions by written communication from the Soil Engineer or his representative in the form of a daily field report. If the method of achieving the required slope compaction selected by the Contractor falls to produce the necessary results, the Contractor shall rework or rebuild such slopes until the required degree of compaction is obtained, at no cost to the Owner or Soils Engineer. (R-1O/85) SCS&T 8621177 September 17, 1986 Appendix, Page 6 CUT SLOPES The Engineering Geologist shall inspect cut slopes excavated in rock or lithifled formational material during the grading operations at intervals determined at his discretion. If any conditions not anticipated in the preliminary report such as perched water, seepage, lenticular or confined strata of a potentially adverse nature, unfavorably inclined bedding, joints or fault planes are encountered dUring grading, these conditions shall be analyzed by the Engineering Geologist and Soil Engineer to determine if mitigating measures and necessary. Unless otherwise specified, in the geotechnical report, no cut slopes shall be excavated higher or steeper than that allowed by the ordinances of the controlling governmental agency. ENGINEERING OBSERVATION Field observation by the Soil Engineer or his representative shall be made during the filling and compacting operations so that he can express his opinion regarding the conformance of the grading with acceptable standards of. practice. The presence of the Soil Engineer or his representative or the observation and testing shall nol release the Grading Contractor from his duty. to compact, all fill material to the specified degree of compaction. SEASON LIMITS Fill shall not be placed during unfavorable weather conditions. When work Is Interrupted byheavy rain, filling operations shall not be resumed until the proper moisture content and density of' the fill 'materials can be achieved. Damaged site conditions resulting 'from weather or acts of God shall be repaired before acceptance of work. (R40185) SCS&T 8621177 September 17, 1986 Appendix, Page 7 RECOMMENDED GRADING SPECIFICATIONS - SPECIAL PROVISIONS The minimum degree of compaction to be obtained in compacting natural ground, in the compacted fill, and In the compacted backfill shall be at least .90 percent. '0 Detrimentally expansive soil is defined as soil which will swell more than 3 percent against a pressure of .150 pounds per square foot from a condition of 90 percent of maximum dry density and air dried moisture content to saturation, or by a soil having an expansion index greater than 30. Oversized fill material is defined as rocks or lumps over 6 inches in diameter. At least 40 percent of the fill soils shall pass through a No. 4 U.S. Standard Sieve. TRANSITION LOTS: Where transitions between cut and fill occur within the t proposed building pad, the cut portion should be undercut a: minimum of one foot below the base of the proposed footings and recompacted as structural backfill. In certain cases that would be addressed in the geotechnical report, special footing reinforcement or a combination of special footing reinforcement and undercutting may be required. (R-10/85) risbad Unified School District 801 Pine Avenue, Carlsbad, California 92008-2439 729-9291 "Excellence In Education" September 26, 1988 Mr. Carter Darnell Planáhecker Building Department City of Carlsbad 2075 Las Palmas Drive Carlsbad, CA 92009 Subject: 1350 Las Flores, 86-690 Dear Carter: According to your letter of September 12, 1988 to Bernard and Patricia Kouns, there is a difference between the number of square feet being built on the above project and the number of square feet approved, and you have requested a letter from the School District indicating, whether or not there is any impact on the school fees.. My records indicate that on October 7, 1987, Ben and Pat Kouns paid a school fee of $4,081.50 on one single family dwelling located at 1350 Las Flores (copy of receipt attached) figured as follows: 2,051 square feet of residential area + 670 square feet of garage 2,721 x $1.50/sq. ft. = $4,081.50 According to-your letter, they are bUilding an additional 593 square feet. They therefore owe the School District an additional $889.50 (593 sq. feet x $1.50). If you have any questions, please call me at 438-5710. Sincerely, Nancy Gi1-T'espie Business Services BOARD OF TRUSTEES JOE ANGEL President JAMES McCORMICK Vice President JUUANNE L. NVGAARD Clerk DONALD M. JOHNSON Member J. EDWARD SWITZER, JR. Member DISTRICT ADMINISTRATION THOMASK. BRIERLEY, Ed.D: Superintendent SUSAN-HARUMI BENTLEY Assistant Superintendent Instructional Services JOHN H. BLAIR Assistant Superintendent Business Services GERALD C. TARMAN Director Personnel Services DEWAYNE L. FEASEL Manager Facilities/Maintenance! Operations Enclosure Distinguished School Board Award 1984, United States Department of Education 'S SCHOOL FEE COMPLIANCE CERTIFICATION (Government Code Section 53080(b)) This form shall be used to determine the amount of school fees for a project and to verify that the project applicant has complied with the school fee requirements. No building permits for the projects shall be issued until the certification is signed by the School District and returned to the Building Department of the City of Carlsbad. PROJECT INFORMATION (To be completed by the applicant) Project Address: I34-0 FLat2 Lt1(lQ Project Applicant: pa-T- kowj- Project Type: -"'Residential/No. of Dwellings Commercial _Industrial Phased Project: _Yes _No. Building Permits are for entire project _Yes _No. Square feet of covered or. enclosed space a2-0.5-1 7p ge2&df Plan check or Building Permit dTXAO 01 Official checking Date INFORMATION VERIFICATION (To be completed by the project applicant) I, , declare under penalty of perjury under the Laws of the State of California that I am the project applicant for the project listed above and that the foregoing information is true and correct. Executed this day of , 198, at California. FEE CERTIFICATION (To be completed by the School District) - Applicant has complied with fee requirement under Government Code 53080. Project is subject to an existing fee agreement. Project exempt from Government Code 53080. Final Map approval and construction started before September 1, 198.6. (other school fees paid) Other School District Official: SIGNATURE NAME (PRINT) Wszt- 20 a . TITLE DATE 61t) t-L- otO PHONE NO. TARLSBAD UNIFIED SCHOOL DISTRICT - F] CARLSBAD HIGH SCHOOL - RCEIPT NO. LI VALLEY JUNIOR HIGH SCHOOL 13884 RECEIVED FROM C' \ OJ DATE Y ( )J '34t -o FOR -C USE OF SCHOOL FACILITIES/RENTALS $ ° k-SO USE OF SCHOOL BUS ,DAMAGE TO SCHOOL PROPERTY !DAMAGED OR LOST BOOKS $ INSURANCE $ SALE OF SURPLUS $ TELEPHONE COMMISSIONS $ TOTAL INCOME L1t ABATEMENT LI r ACCOUNT NO -3 3 cl7 RECEIVED CASH CHECK EI ACCOUNT NO. RECEIVED BY ACCOUNT NO.. - - ------ - -. ------ --., .----.' ----------- - -- --- VALLEY JUNIOR HIGH SCHOOL 15610 RECEIVED FROM~ \- OuS DATE FOR ° USE OF SCHOOL FACILITIES/RENTALS $ _____________ REIMBURSEMENTS $ C USE OF SCHOOL BUS $ DAMAGE TO SCHOOL PROPERTY S DAMAGED OR LOST BOOKS S _____________ INSURANCE S $ SALE OF SURPLUS $ TELEPHONE COMMISSIONS $ TOTAL INCOME ABATEMENTS ACCOUNT NO. LCL -\ - __________ - - RECEIVED CASH CHECK ACCOUNT NO. _____ - ________ - \ ()\\ RECEIVED BY ACCOUNT NO. - .- - 2075 LAS PALMAS DRIVE CARLSBAD, CA 92009-4859 TELEPHONE (619) 438-1161 (1tity of TarlshUb COMMUNITY DEVELOPMENT September 12, 1988 Bennard and Patricia Kouns 1365 Forest Ave Carlsbad, Calif 92008 BP 86-690 and 86-691 - 1340 and 1350 Las Flores There appears to be a difference between the number of square feet of dwellings we permitted and the number of square feet you are actually building. Our inspector noticed this during inspections and brought it to my attention. Below is shown the footage on the permit and the footage we calculate: Permit Our calculation Valuation Diff 1340 Las Flores 86-691 2390 2951 $37,026 1350 Las Flores 86-690 2051 2644 $39,138 Will you please recalculate the footage of each house and contact me for an a pointment. If our figures are correct a supplementary permit will be equired for each house. lease help me conclude his matter by September 20, 1988. C TER DARNELL, PLANCHECKER c: Inspector Kelley CITY OF C A R L S B A D DEVELOPMENT PROCESSING SERVICES APPLICATION AND COST ESTIMATE OF SANITARY SEER LATERAL CONNECTION WORK ORDER NO.:___________ PART I - TO BE COMPLETED BY DPS - SEWER LOCATION: BUILDING PLAN CHECK NO.:8-7O ADDRESS: 1337 J, JeDz APN:J5 LEGAL DESCRIPTION: p ,M,j /3c2-7 CONTACT PERSON: cu,J PHONE NO.: 72?-:q3o3 --v(m INIMUM q INCH ABS SEWER PIPE IN PLACE - NOT TO EXCEED $ 10 FEET DEEP AND 30 LINEAL FEET HORIZONTAL DISTANCE. - ADDIITONAL CHARGES FOR ANY DISTANCE EXCEEDING 30 LINEAL FEET HORIZONTALLY - FEET AT PER FOOT $____________ ADDITIONAL CHARGES FOR ANY DEPTH EXCEEDING 10 FEET FEET DEEP AT - PER FOOT $____________ ADDITIONAL CHARGES FOR PLUGGING EXISTING SEWER LATERAL $___________ TOTAL CHARGES FOR CONSTRUCTION $____________ ADDITIONAL CHARGES FOR CITY OF CARLSBAD SERVICES AT 50100' OF ABOVE CHARGES $____________ TOTAL CHARGES $_ 1911 ACT A.D. NO.: DWG. NO.: RECT. NO.: BY:___________ PART II - TO BE COMPLETED BY UTILITIES DEPARTMENT FOR SEWER LOCATION Main Depth:_________ Lateral Depth at Property:__________ DPD2 : FORNt DPD8 S ATTENTION PROPERTY OWNER: An "owner-builder" building permit has been applied for in your name and bearing your signature. Please complete and return this inforrnation in the envelope provided at your earliest opportunity to avoid unnecessary delay in p ri rocessing and iSsuin your building permit. No building permit will be issued until this verification is received. 1. I personally plan to provide the jir labo and materials for construction of the proposed property improvemen no ________________ .2. Ic2have not)_ signed the application for a building permit. 3.'-1 have contracted with the following person (firm) to provide the proposed construction: Name(-r. t. F-P' Phone Address 'fr Contractors License No. City_____ I plan to provide portions of the work, but I have hired the following person to coordinate, supervise and provide the major work. Name A-tE- 4A Phone Address Contractors License No. C i ty. I will provide some of the work, but I have contracted (hired) the following persons to provide the work indicated: Name Address Signed: Property Owner: Social Security Number: Phone Type, of work H - - Date: ' '7 Ocr 3.') EACH SUBCONTRACTOR WILL BE INSTRUCTED TO OBTAIN A CITY OF CARLSBAD BUSINESS LICENSE AND FURNISH A CERTIFICATE OF WORKMAN'S COMPENSATION TO THE CITY OF CARLSBAD. __Initials OWNER TO OCCUPY Signature PA RC-C- S 2075 LAS PALMAS DRIVE TELEPHONE CARLSBAD, CA 92009-4859 (619) 438-1161 I Citp at Cartbab DEVELOPMENT PROCESSING SERVICES DIVISION Dear Property Owner: An application for a building permit has been submitted in your name listing yourself as the builder of the property improvements specified. For your protection you should be aware that as "owner-builder" you are the responsible party of record on such a permit. Building permits are not required to be signed by the property owners unless they are personally performing their own work. If your work is being performed by someone other than yourself, you may protect yourself from possible liability if that person applies for the proper permit in his or her name. Contractors are required by law to be licensed and bonded by the State of California and to have a business license from the City of Carlsbad. They are also required by law to put their license number on all permits for which they apply. If you plan to do your own work, with the exception of various trades that you plan to subcontract, you should be aware of the following for your benefit and protection. If you employ or otherwise engage any persons other than your immediate family, and the work (including material and other costs) is $200 or more for the entire project,.and such are not licensed as contractors or subcontractors, then you may be an employer. If you are an employer, you must reaister with the state and federal government as an employer and you are subject to several obligations including state and federal income withholding, federal social security taxes, workers' compensation insurance, disability insurancecosts; and unemployment contributions. There may be financial risks for you if you do not carry out these obligations and these risks are especially serious with respect to workers' compensation insurance. For specific information about your obligations under federal law, contact the Internal Revenue Service (and, if you wish, the U.S. Small Business Administration). For specific information about your obligations under state law, contact the Depart- ment of Benefit Payments and the DivisiOn of Industrial Accidents. If the structure is intended for sale, property owners who are not licensed con- tractors are allowed to perform their-.work personally or through their own employ- ees, without a licensed contractor or subcontractor, only under limited conditions. A frequent practice of unlicensed persons professing to be contractors is to secure an "owner-builder" building permit, erroneously implying that the property owner is providing his or her own labor and material personally. Building permits are not required to be signed by property owners unless they are performing their own work personally. Information about licensed contractors may be obtained by contacting the Contractors State LicenseBoard in your community or at 1020 N Street, Sacramento, CA 95814. PLEASE COMPLETE AND RETURN THE ENCLOSED OWNERBUILDER VERIFICATION FORM SO THAT WE CAN CONFIRM THAT YOU ARE AWARE OF THESE MATTERS. THE BUILDING PERMIT WILL NOT BE ISSUED UNTIL THE VERIFICATION IS RETURNED.