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HomeMy WebLinkAbout2464 LA COSTA AVE; ; 87-311; Permit- -- 2 1" 0 I hereby affirm that I am licensed under 'provisions of Chapter 9 (commencing with I . Section 7000) of Division 3 of the Business I and Professions Code, and my license is in I L full force and effect. . I hereby affirm that i am exempt from the Cent rac-lot's License Law for the following reason Sec. 7031.5 Business and Professions Code: Any city or county whlcr, re I qarres a permit to construct. alter, improve, demolish, or repair any structure, prior 10 its issuance also requires he ap- plicant lee such permit to life a signed statement that he is licensed pursuant to the provisions 01 the Conrracror's License Law Chapter 9 commencing with Section 7000 01 DivisIon 301 the Business and Professions Code) or that Is ex- empt therefrom and the basis for the alleged exemption Any violation.et,Sectlon 7031.5 by an applicant br a permit sub- teds the applicant to a civil penalty 01 not more than live hun- dred dollars 155001. I, as owner of the property, or my employees with wages I as their sole compensation, will do the work, and the struc- ture is not intended or offered for sate (Sec. 7044. Business and Prolessions Code: The Contractor's License Law does I not apply to an owner of property who builds or improves thereon and who does such work himself or through his own employees, provided that such improvements are 001 intend' ed or offered for sate. It, however, the building or improve- moot is sold within one year 01 completion, the owner-builder - will have the harden 01 proving that he did not build or im-prove or the purpose of sate). I I, as owner of the properly, am exclusively contracting I with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractor's License - Law does not 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): If As a homeowner lam improving my home, and the follow' log conditions exist: I . t. The work is being performed prior to sale. - I have lived in my home for twelve months - prior In completion 01 this work.. I' have- not claimed this exemption during the last three years. o t exempt under Sec. - . B & P.C. - for this reason ' ,thereby affirm that I have a CertitiCate of consent to self-insane, or a certificate of Workers' Compenoation In. I surance. or a certified copy thereof (Sec. 3800. Labor Code) I POLICY NO. COMPANY Copy is filed with the city Certified copy is hereby furnished CERTIFICATE OF EXEMPTION FROM .WORKERS' COMPENSATION INSURANCE I (This section need not be completed it the permit is tOr one hundred dollars 101001 Or less) D I cerrily that in the performance 01 the work for which this'perneit is issued. I shalt not employ any person in any manner so as to become subject to the Workers' Compen- sation Laws of California. NOTICE TO APPLICANT: It. alter making thiS Certificate of Exemption. you should become subject to the Workers' Compensation provisions of the Labor Code, you must forthwith comply with such provisions or this permit Shall I ,be deemed revoked. , -. , 0 I hereby affirm that there is a construction lending uJ I agency for the performance of the work for which this per- ol wit is issued (Sec. 3097. Civil Code) - ZI' - - WI Lender's Name a —ii L Lender's Address_______________________________ -I z 0 I- 4 (I, Z W 0 0 C-, U, C Ce U 0. 0. C Q- 0 51 U a, 0, U, C _1 USE BALL POINT PEN ONLY & PRESS HARD APPLICANT TO FILL IN INFORMATION WITHIN SHADED AREA AND DECLARATIONS. CARLSBAD BUILDING DEPARTMENT APPLICATION & PERMIT 2075 Las Palmas Dr., Carlsbad, CA 92009.1915 (619) 438-1161 - - - JOB ADDRESS AV, ST.RD. THOMAS BROS NO. I DATE OF APPLICATION BUSINESS LICENSE it VALUATION ZONE - - . - PERMIT NUMBER 5 1) LOT BLOCK SUBDIVISION OR PARCEL NO. ASSS,, , 1 1 I_!A3R Sie.t<_1&5~- CONTRACTORS PHONE a 753 ? V OWNER'S NAME I OWNE R'S PHONE CONTRACTOR'S ADDRESS OWNER'S MAILING ADDRESS STATE LICENSE NO. BUILDING SO. FOOTAGE DESIGNER DES $±SDDRES , 9Sz DESIGNER'S PHONE 7413 S9O'I? ' 0014-08/05 0101 02B1dPmt 9808." Not Valid Unless Machine Certified - DESCRIPTION OF WORK £ h D i'Dfl _____________________________________________ i.co 1m STATE LICENSE NO. jk2AL1 F/P F LA ELEV. YDNO —sve j I NO 0 EDU - - j CENSUS TRACT ' PA KING SPACE . RES UNITS GRADING PERMIT ISSUED n 0 N o I REDEVELOPMENT AREA y o N - TYPE 0CC LOAD FIRE SPA v 0 N QTY. - PLUMBING PERMIT- ISSUE 7 OTY. MECHANICAL PERMIT. ISSUE SUMMARY/ACCOUNT NUMBER EACH FIXTURE TRAP, 1,41t44 INSTALL FURN. DUCTS UP TO 100.000 BTU g _. BUILDING PERM/ 001'8(0-00'00'8220 ' 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 TO4 OUTLETS -2-- r,0 I BOILER/COMPRESSOR 3.15 HP TOTAL PLUMBING 001-810-00-00-8222 , - EACH GAS SYSTEM 5 OR MORE 1 - METAL FIREPLACE q ELECTRICAL 001-810-00-00-8223 EACH INSTAL., ALT ERREPA(R WATER PIPE . VENT FAN SINGLE DUCT - /I' .-' MECH EACH VACUUM BREAKER -. . MECH EXHAUST H000!OUCTS - WATER-.SOFTNER ,' •"•J ,.., . RELOCATION OF EA FURNACE/HEATER - - ' SOLAR - 001-810-00-00-8226 EACH ROOF DRAIN (INSIDE) . DRYER VENT . . STRONG MOTI4J -519-92-33 TOTAL MECHANICAL . I FIRE SPRIN 'r(L N_30_000-00'8227 -TOI At. PLUMBING -.J OTY. ELECTRICAL PERMIT - ISSUE QTY. MOBILE HOME SETUP - NEW CDNST EA AMP'SWI BKR -'_ CAR PORT. . - TIF 312-810'00-00-8835 PH - 3 PH . AWNING . . LA COSTA TIF 311-810-00-00-8835 EXIST BLDG EA AMPISWT'BKR — GARAGE - - . -FMF I PH 3 PH -. . '. LICENSE TAX 3p f 00.1:81'0'00'00'8162 -- - REMOOEL'ALTR PER CIRCUIT . ' . r ' : .' ' MFF -/ /._J'6fO 880'51992-57 - - /J /o - TEMP.POLE -200 AMPS. , OVER 200 AMPS - TEMP OCCUPANCY 130 DAYS) - . - - . CREDIT DEPOSIT - -. , . .( 4ta- _ TOTAL ELECTRICAL J:r•- __--. TOTAL - . -. - • . -TOTAL FEES PAYABLE , . - I HAVE CAREFULLY EXAMINED THE COMPLETED "APPLICATION AND PERMIT" AND DO HEREBY I Expiration. Leery permit issued by the Building Official under the provisions of this CERTIFY UNDER PENALTY OF PERJURY THAT ALL INFORMATION HEREON INCLUDING THE Code shall expire by timilalion and become null and void If the building or work I I DECLARATIONS ARE TRUE AND CORRECT AND I FURTHER CERTIFY AND AGREE IF A PERMIT IS authorized by such permit is not commenced within tOO days from dale of such I permit. or it the buliding or work authorized by such permit is suspended or i ISSUED: TO COMPLY WITH ALL CITY. COUNTY AND STATE LAWS GOVERNING BUILDING CON- I abandoned at any time afterthe work is commenced for a period 01180 days - STRUCTION. WHETHER SPECIFIED HEREIN OR NOT. I ALSO AGREE TO SAVE INDEMNIFY AND ANT' IGNATURE * CONTRACTOR KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES. JUDGMENTS, COSTS AND A ______________________ PHONE EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT. * AN OSHA IT IS REQUIRED FOR EXCAVATIONS OVER DEMOLITION OR CONSTRUCTION OF 3STORIESINHEHT APPROVED, ~~/, ~ TYPE DATE INSPECTOR BUILDING FOUNDATION REINFORCED STEEL 0,111 6 1 Vtih MASONRY GUNITEOR GROUT SUB FRAME E FLOOR Li CEIL.ING SHEATHING Li ROOF Li SHEAR FRAME EXTERIOR LATH INSULATION INTERIOR LATH & DRYWALL PLUMBING LI SEWER AND BLICO Li P(JCO UNDERGROUND DWASTE EJWATER TOP OUT 0 WASTE 0 WATER - TUB AND SHOWER PAN GAS TEST g (1)xi 11(15'Ljj D WATER HEATER O SOLAR WATER ELECTRICAL 0 ELECTRIC UNDERGROUND DUFFER f't Yci1 ROUGH ELECTRIC 0 ELECTRIC SERVICE 0 TEMPORARY 0 BONDING 0 POOL MECHANICAL 0 DUCT & PLEM.; 0 REF. PIPING A i HEAT — AIR COND. SYSTEMS VENTILATING SYSTEMS t CALL FOR FINAL INSPECTION WHEN ALL APPROPRIATE ITEMS ABOVE HAVE BEEN APPROVED FINAL PLUMBING - ELECTRICAL I MECHANICAL GAS I -. BUILDING SPECIALCONDITIONS 7 e-s I 1 FIELD INSPECTION RECORD - REQUIRED SPECIAL INSPECTIONS INSPECTORS NOTES INSPECTION REO. IF CHECKED INSPECTORS APPROVAL DATE SOILS COMPLIANCE PRIOR TO 4fl4_v7:;iitt5 bi'vz/4 _g:'c4v'$2. FOUNDATION INSP STRUCTURAL CONCRETE OVER 2000 PSI _____ _________ _____ .U*. __•4cv r P CONCRETE RESTRESSED 414"' POST TENSIONED CONCRETE FIELD WEL-DNG - HIGH STRENGTH BOLTS )&-_- •;-. SPECIAL MASONRY -- PILES CAISSONS i S - • -\ * *\- - - -- • S •'- .n - --I . E 0 I hereby ffirm that I am licensed under I - provisions of Chapter 9 (commencIng with Section 7000) of Division 3 of the Business and Professions Code, and my license is In L full force and effect. U - - 'I hereby affirm that I am exempt from the COntrac' tsr's License Law for the following reason (Sec. 7031.5 Business and Professions Code: Any city or county which re - quires a permit to construct, alter, improve, demolish. or repair any structure, prior to its issuance also requires he ap- plicant for such permit to tile a signed statement that he is -- -' licensed pursuant to the provisions of the contractor's License Law (Chapter 9 commencing with Section 7000 at Division 301 the Business and Professions Cede; or that is ex' t - empt therefrom and the basis for the alleged exemption. Any I - violation of Section 7031.5 by as applicant lot a permit sub' lects the applicant to a.civit penalty of not more than live hunr - dred dollars 155001. Cc I - - I t, as Owner 01 the property, or my employees wit h.wages as their sole compensation, will do the work, and the struc' tare is not intended or offered Or sale (Sec. 7044. Business and Professions Cede: The Contractor's License law does not apply to an owner of properly who builds or improves thereon and who does such work himself or through his own - employees, provided that such improvements are not intend' ILl Cd or offered for sale. It. however, the building or improve' Z went is sold within one year of completion, the owner-builder will have the burden of proving that he did not build or im' prove lot the purpose of sale). •.. * I I, as owner of the property, am exclusively contracting with licensed contractors In construct the project (Sec. 7044. Business and Professions Cede: The Contractor's License -Law does not apply loan owner 01 property who builds or im proves thereon, and who contracts for each projects with a .1 Sn contractor(s) license pursuant to the Contractor's License - ' Law). . • If As a homeowner lam improving my home, and the 10110w' 49 ing conditions exist: 1. The work is being performed prior to sale. 2. I have lived 1n my home, for twelve months prior to completion of this work. .3. I have not . claimed this exemption during the, last three years. O tam exempt under Sec. B & P.C. tor.this reason I hereby atthm that llhave a certificate of consent to-: self-insure. or a certificate of Workers Compensation In. surance. Or a certified Copy thereof (Sec. 3800. Labor Code) I - POLICY NO.. COMPANY . Copy is. tiled with the city . 0 Certified copy is hereby tu,nished UJ 911. - CERTIFICATE OF EXEMPTION FROM U WORKERS' COMPENSATION INSURANCE Sn - (This section need not be completed if the permit cc is 101. one hundred dollars ISrOOl or less) 0 t certify that in the performance of the work for which 'IX - this permit is issued. I shall not employ any person in any 0 ' wanner so' as to become subject to the Workers' Compen' xsation Laws 01 California. I - NOTICE TO APPLICANT: It. alter making this Certificate - 01 Exemption. you should become subject to the Workers' i - Compensation provisions of the Labor Code, you musl forthwith comply with such piovisions'or this permit shall he deemed revoked. - 0 I hrehyuflirm that there is a construction lending agency for the performance of the work for which this per. I 'mil is issued (Sec.. 3097. Civil Code) ZI -' * -. --.-•--- - WI Lenders Name -xl ,. . I Lender's Address L. USE BALL POINT PEN ONLY & PRESS HARD APPLICANT TO FILL IN INFORMATION WITHIN SHADED AREA AND DECLARATIONS. CARLSBAD BUILDING DEPARTMENT . * - APPLICATION & PERMIT - 2075 Las Palmas Dr., Carlsbad, CA 92009-1915 (619) 438-1161 lOB ADDRESS AV. ST. RD. THOMAS BROS NO, DATE OF APPLICATIONI BUSINESS # - - VALUATION ZONE , PERMIT NUMBER LOT I BLOCK, J SUBDIVISION - ASSESSOR PARCEL NO. CONTRACTOR L. ri..tqp,— Côs.rar7o4j CONTRACTORS PHONE Adt I OWNER'S NAME. , ?iI- t-e3L1 I I OWNER'S PHONE CONTRACTOR'S ADDRESS igc3 flu L 11 STATE LICENSE NO. 3i 9&/ . BUILDING SO. FOOTAGE OWNER'S MAILING ADDRESS - C1t LRc014 C,— DESIGNER . DESIGNER'S PHONE UOa?1()8/25 0.101 02B1dPmt 15..0 ' Not Valid Unless Machine Certified - DESCRIPTION OF WORK PuElt. (M F2.-tA-jL)zt--' (a.'—cr_ DESIGNER'S ADDRESS STATE LICENSE NO. F/P FLR ELEV. No l I STORIES YO I NO 0CC OP I EDU I -. - CENSUS TRACT PARKING SPACE RES UNITS GRADING PERMIT ISSUED Y O N 0 REDEVELOPMENT AREA I 0 NO I TYPE ICONST 0CC LOAD I FIRE SPR YO NJ CITY. PLUMBING PERMIT - ISSUE. 77 QTY. MECHANICAL PERMIT - ISSUE - - - = SUMMARY/ACCOUNT NUMBER - - ' EACH FIXTURE TRAP , - INSTALL FURN. DUCTS UP TO 100,000 BTU , BUILDING PERMIT 001-810-00-00-8220 EACH BUILDING SEWER . , ' OVER 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 I TO 4 OUTLETS ' - BOILER/COMPRESSOR 3.15 HP , TOTAL PLUMBING 001-810-00-00-8222 - EACH GAS SYSTEM S OR MORE ' , METAL FIREPLACE . ELECTRICAL -001'810-00-00-8223 EACH INSTAL.. ALTER, REPAIR WATER PIPE . VENT FAN SINGLE DUCT . MECHANICAL 001'810'00'00-8224 - EACH VACUUM BREAKER - - MECH EXHAUST 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 I . ' FIRE SPRINKLERS 001-810-00-00-8227 TOTAL PLUMBING QTY. ELECTRICAL PERMIT - ISSUE QTY. MOBILE HOME SETUP PUBLIC FACILITIES FEE 320'810-00-00-8740 co o - BRIDGE FEE 360-810-00-00-8740 PARK-IN-LIEU (AREA - NEW CONST LA AMP'SWI BKR - - ' . - CAR PORT . - TIF 312-810-00-00-8835 I PH 3 PH - , - AWNING , LA COSTA TIF 311-810-00-00-8835 EXIST BLDG EAAMP/SWT'BKR . . GARAGE - . . FMF - I PH 3 PH . , . LICENSE TAX - 001-810-00-00-8162 REMODEL 'ALTfR PER CIRCUIT . , . . . MFF TEMPPOLE 200 AMPS .- - - ' 0 - '' - ' - - -' -- - OVER 200 AMPS _4 TEMPOCCUPANCYAYSI - . fc) - awu ' OCT 19 Is .. •CREDIT DEPOSIT - I TOTAL ELECTRICAL - 11 - - , C • I i I INLOBA TOTAL - _______________________ _______ _______ ______ TOTAL FEES bMENTIPRprrccj It I ___________________________ I HAVE CAREFULLY EXAMINED THE COMPLETED '-APPLICATION AND PERMIT" AND DO HEREBY I Expiration. Every permit issued by the Building Official under the pronisronsof this CERTIFY UNDER PENALTY OF PERJURY THAT ALL INFORMATION HEREON INCLUDING THE I Code shall expire by limitation and become null and void If the building or work 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 peemit, or it the building or work authorized by such permit is suspended or ISSUED: TO COMPLY WITH ALL CITY. COUNTY AND STATE LAWS GOVERNING BUILDING CON abandoned at any lime after the work is commenced for a period of 180 days STRUCTION. WHETHER SPECIFIED HEREIN OR NOT. I ALSO AGREE TO SAVE INDEMNIFY AND T'S GNATURE CONTRACTOR KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS, COSTS AND APP4 NERD BY PHONE EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT. * AN OSHA PERMIT IS REQUIRED FOR EXCAVATIONS OVER 50" DEEP AND DEMOLITION OR COPISTRUCTION QF STRUCTURES OVER 3 STORIES IN HEIGHT OVEDBY D E / -----' C Co 0 a-a- x C CL. 0 (0 a) CL V)C - I TYPE DATE INSPECTOR BUILDING FOUNDATION REINFORCED STEEL MASONRY GUNITE OR GROUT SUB FRAME LI FLOOR LI. CEILING SHEATHING LI ROOF LI SHEAR FRAME EXTERIOR LATH INSULATION INTERIOR LATH & DRYWALL PLUMBING LI SEWER AND BL/CO Li PL/CO UNDERGROUND LI WASTE LIWATER - TOP OUT LI WASTE LIATER TUB AND SHOWER PAN - GAS TEST LI WATER HEATER LI SOLAR WTER ELECTRICAL LI ELECTRIC UNDERGROUND l UFFER ROUGH ELECTRIC I LI ELECTRIC SERVICE 0 TEMPORARY LI BONDING LI POOL. MECHANICAL LI DUCT & PLEM., 0 REF. PIPING HEAT - AIR COND. SYSTEMS VENTILATING SYSTEMS GALL FOR FINAL INSPECTVON WHEN ALL APPROPRIATE ITEMS ABOVE HAVE BEEN APPROVED. FINAL PLUMBING ELECTRICAL MECHANICAL GAS BUILDING SPECIAL CONDITIONS r FIELD INSPECTION RECORD REQUIRED SPECIAL INSPECTIONS INSPECTORS NOTES .-.• Ilk - INPECTION REO. IF CD INSPECTOR'S DATE - - SOILS COMPLIANCE PRIOR TO FOUNDATION INSP - - - - -- OVER 2000 PSI STRUCTURAL CONCRETE PRESTRESSED CONCRETE - - POST TENSIONED CONCRETE FIELD WELDING HIGH STRENGTH - BOLTS - - SPECIAL MASONRY PILES CAISSONS - - -- 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 L ADDRESS LI (4/ pr C.øsr,4 4u PLAN ID NO. ASSESSOR'S PARCEL NO. (p IC 7 OWNER F PAUL Lo .1 zrg. OWNER'S MAILING ADDRESS II( L)c,1Ds4 3C1Ej4(c C. VAL?8rI(liI1 05P$ISC. 462.00 CITY l.-IL)c4g4 ZIP TEL. CONTRACTOR L. 3. C0 i-1tc.r7o) C0. ESTMATED VALUAT ____________________ CONTRACTOR'S MAILING ADDRESS 1106 'i-I \(i'1 Lrr) PLAN CHECK FEE 001 IF THE APPLICANT TAKES NO ACTIO WITHIN 180 DAYS, PLAN CHECK F CITY F-A)ciodro ZIP 92z2.q TEL. WILL BE FORFEITED. STATE BUSINESS LICENSE NO. LICENSE NO. SUBDIVISION LOT(S) 1 7 - I LEGAL DESCRIPTION MAD (al /7 Sr1 CHECK IF SUBMITTED: 0 2 ENERGY CALCS El 2 1987 ENERGY CALCS FOR NON RESIDENTIAL BLDGS 2 STRUCTURAL CALCS DESCRIPTION OF WORK El 2 SOILS REPORTS ..bWFELL.. j,J( _is 2 SELF ADDRESSED ENVELOPES 15A DATE GIVEN! DATE SENT TO APPLICANT CONTACT PERSON L f. LA COSTA LETTER ADDRESS 110(p __'M14W s Au r, SCHOOL FEE FORM CITY ZIP TEL. P & E CORRECTIONS LIST ,,l 97 CERTIFICATE OF OCCUPANCY APPLIl(r'y'SIGfURE DATE White . File Yellow - Applicant Pink. Finance Gold - Assessor DEVELOPMENT PROCESSING SERVICES DIVISION 2075 LAS PALMAS DRIVE CARLSBAD, CA 92009-4859 .1 ) (619) 438-1161 MISCELLANEOUS FEE RECEIPT Applicant Please Print And Fill In Shaded Area Only JOB ADDRESS 24/L/ L4 Os> 4i' PLAN ID NO. ASSESSOR'S PARCEL NO. /- / -/7 OWNER ,E. F4Q. /.-o .' J, 0011 11/09 0101 0514isc.. 78.39 OWNER'S MAILING ADDRESS /'f)/ VALIDATION AREA . CITY ZIP TEL. 9z ç CONTRACTOR L. _' -1i1o,. A7 72 ESTMATED VALUATION CONTRACTOR'S MAILING '01ADDRESS //O //-iM,-7rs 4vca. PLAN CHECK FEE &9 IF THE APPLICANT TAKES NO ACTION WITHIN 180 DAYS, PLAN CHECK FEES WILL BE FORFEITED. CITY ZIP 20t/ TEL7s3_)1q&/ LICENSE NO. 3'i ''jt, LICENSE NO. €'X) STATE BUSINESS SUBDIVISION LOT(S)______________________ - - CHECK IF SUBMITTED: LEGAL DESCRIPTION 2 ENERGY CALCS H 2 1987 ENERGY CAILCS FOR _NON _RESIDENTIAL _BLDGS - \ DESCRIPTION OF WORK 2 STRUCTURAL CALCS ,4Zz2,771W r117 E 2 SELF ADDRESSED ENVELOPES DATE GIVEN! DATE SENT TO APPLICANT CONTACT PERSON L LA COSTA LETTER ADDRESS AM SCHOOL FEE FORM - CITYLJe9 ZIP TEL. -. P & E CORRECTIONS LIST 2 T7 CERTIFICATE OF OCCUPANCY AP9p7S rTURE 1 DATE White - File Yellow - Applicant Pink - Finance .1- Gold - Assessor ItdAI IIIU nikift IMQDtTI1M - I I IP•I IU I UI I I U 3 . PLAN CHECK NUMBER: 87311 DATE: 3-11-88 PROJECT NAME: ADDRESS: 2464 La osta PROJECT NO.: _________________ UNIT NUMBER: _________________ PHASE NO.: TYPE OF UNIT: - sfd NUMBER OF UNITS: 1 CONTACT PERSON: Lyle . -- CONTACT TELEPHONE: 753-2994'' all dept DATE -00 • 3/3/RP APPROVED DISAPPROVED INSPECTED DATE BY: INSPECTED: APPROVED DISAPPROVED INSPECTED DATE BY: INSPECTED: ____________ APPROVED DISAPPRYED COMMENTS: I. 0 : 0 0 0• _,_• r - / Rev. 1/86- WHITE: Suspense BLUE: Water Distri N: Engineerin ANARY: Utilities PINK: Planning GOLD: Fire IO *INAL BUILDING INSPECTION 4 - PLAN CHECK NUMBER: 87311 DATE: 3-21-88 - - PROJECT NAME: ADDRESS: 2464 La Costa PROJECT NO.: UNIT NUMBER: _________________ PHASE NO.: TYPE OF UNIT: sfd NUMBER OF UNITS: 1 CONTACT PERSON: Lyle CONTACT TELEPHONE: 753-2994 ) all dept / INSPECTED . DATE MAR. 2 4 1988 / BY: INSPECTED: ___________ APPROVED DISAFPIOVED INSPECTED DATE BY: INSPECTED: APPROVED DISAPPROVE INSPECTED DATE BY: INSPECTED: ____________ APPROVED DISAPPROVED Costa Real Municipal Water District COMMENTS: Engineering Department (619) 438-3367 -- / WR MUNICIP WIN Rev. 1/86 WHITE: Suspense BLUE: Water District GREEN: Engineering CANARY: Utilities PINK: Planning GOLD: Fire - FINAL BUILDING INSPECTION r PLAN CHECK NUMBER: 87*311 DATE: 3188 PROJECT NAME: ADDRESS: 2464 La Costa PROJECT NO.: - UNIT NUMBER: PHASE NO.: fA : TYPE OF UNIT: NUMBER OF UNITS: AR 19[8 - ' CONTACT PERSON: Lyle MA '' '/Li i 2 CONTACT TELEPHONE: _7532994 . LDPT INcE all dent INSPECTED. DATEECTD: APPROVED DISAPPROVED INSPECTED DATE BY: INSPECTED: ____________ APPROVED ______ DISAPPROVED INSPECTED DATE * BY: . INSPECTED: ___________ APPROVED ______ DISAPPROVED COMMENTS: S Rev. 1186 WHITE: Suspense BLUE: Water District GREEN: Engineering CANARY: Utilities INK: Planning GOLD: Fire r- 4 ,*. . T ''FINAL—BUILDING; 1-14,SPECTION PLAN CHECK NUMBER: 87311 DATE: 31188 PROJECT NAME: . .. ADDRESS: .. - ' 4- 3 2464 t PROJECTNO.: UNIT NUMBER: PHASE NO.: TYPE OF UNIT: NUMBER OF UNITS: I CONTACT PERSON: Lyle CONTACT TELEPHONE:_7532994 011 dept :• INSPECTED • DATE' j/g/. APPROVED DISAPPROVE • INSPECTED DATE ________________________ INSPECTED: ____________ APPROVED _ DISAPPROVED ..:. .'. INSPECTED' DATE BY: INSPECTED: APPROVED DIS'.PPROVED COMMETS: r I - _ • Rev. 1/86 WHITE: Suspense BLUE: Water District GREEN: Engineering CANARY: Utilities CPINK:nnin GOLD: Fire ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA 92123 (619)560.1468 DATE: & / if7 JURISDICTION: c.Th/ cF Ag-L,9A0 PLAN CHECK NO: - 3/I ,'Ei/ iL PROJECT ADDRESS: 44 c0s./7 ,JE IICANT JUYT PLAN CHEC FILE COPY UPS DESIGNER PROJECT NAME: 5R2 /'/01`-xTE/-J.V/_)) E] 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 wl3n minor deficien- cies identified Loi __"1/&/kY 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. D 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. D The applicant's copy of the check list has been sent to: 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: L"/L& 53F,_A0 Am-i LJP-J) Date contacted:_______________ Telephone #________ REMARKS: y I 4>EY),3E0_o_P-:E-_3 LI P/7 v2 flUIDQF2cI)E27 A+*9_c&--t-1A2E_,U iO - o r-r Ai-3 yFla g i— ,UEF k By: )Enclosures: EGIL CORPORATION (9'o/7 ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA 92123 (619)560-1468 - JUR NT ISDICTIO U PLAN CHECKER (]FILE COPY []UPS DDESIGNER PROJECT ADDRESS: 1_1 L4 64-) PROJECT NAME: fl The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. U 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. D The plans transmitted herewith have significant deficiencies- identified on the enclosed check list and should be corrected -. and resubmitted for a complete recheck. The check list transmitted herewith is for your information. . The plans are, being held at Esgil Corp. until corrected plans are submitted for recheck. The applicant's copy of the check list is enclosed for the jurisdiction to return to the applicant contact person. The applicant's copy of the check list has been sent to: L.,J, JA1, IO(o ' -}Ern) ,AyE y?)t 1 (t g21zL 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: L.JTJ/-T Date contacted: /211!5) 57 Telephone # REMARKS: By: tj2j!j1y_UL)0, Enclosures: ESGIL CORPORATION /Q)&/?) DATE: OqDE€-4Q-.,. i51 )'1B7 JURISDICTION: p T"./ c* 19 PLAN: CHECK NO:. f) -3/) y2yj- ---••• •-•. JURISDICTION: 4Z1611d2_Date _________ PROJECT ADDRESS: 2L46 /_Pr- pV -hMnhJ" E. PLAN CORRECTION SHEET Plant Check No._________________________ Date plans received by the jurisdiction________ Date plans received by plan checker 10/ &17 Date initial plan check completed____________ By. 71H M-- -1 _;'U-t- i_ FORWORD: 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. 3a3 (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: _zvOW , gj;z_c WAKF ao) SpAt,j 12) EO (.) 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. ETIIr -- Ink IN MAR, 0002 1 Far 12 iczm Date*f0bS1?,7 Jurisdiction C3 Prepared byi Bldg. Dept. VALUATION AND PLAN CHECK FEE j Esgil PLAN CHECK NO.---- BUILDING ADDRESS , - iLfJ -ArVE - APPLICANT/CONTACT LJ1 .'T-P4T PHONE NO.Y_7e?L1 BUILDING OCCUPANCY - DESIGNER PHONE73-972JJ' TYPE OF CONSTRUCTION CONTRACTOR PHONE -7c —Z9c - BUILDING PORTION BUILDING AREA VALUATION MULTIPLIER VALUE ' o ,- Air Conditioning Commercial Residential -. Res. or Comm. Fire SDrinklers Total Value Building Permit Fee.$ Plan Check Fee $ b27J ) Z. $7 0,F? COMMENTS: ( 27) b2i7) - ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA 92123 (6 19) 560-1468 DATE: \jULf 5! j )997 JURISDICTION: (--ITN cF PLAN CHECK NO: ei7— 3/)JL PROJECT ADDRESS: z-4(--1 LP,, (T3\ /cVP PROJECT NAME:' ST90 i -'7rrcp ;-r.r- [lAP ICANT JPLAN CHECKER []FILE COPY []UPS flDESIGNER fl 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 J\j 2FF1,4 ,'are resolved and checked by building department staff. E The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. fl The check list transmitted herewith is for your information. The plans are being held at Esgil Corp. until corrected plans are submitted for recheck. The applicant's copy of the check list is enclosed for the jurisdiction to return to the applicant contact person. fl The .applicant's copy of the check list has been sent to: fi Esgil staff did not advise the applicant contact person that plan check has been completed. Esgil staff did advise applicant that the plan check has been completed. Person contacted:J. ii-.T fuLjr TED Date contacted:__ Telephone #E)LtOFRLE REMARKS: ) 1p-/ Ttr (./ - jjy 7 o T7 fLY—> (- i .EV7DJ ) i 5 5U4F—)CJ E)-'T rr EfT i' 17* ThF pFLCOi- ,4-i±> /307- As i T7/ /7 IMjS tLL-(Enc i. osure s:______________________ ESGIL CORPORATION ESGIL CORPORATION 9320 CHESAPEAKE DR. SUITE 208 SAN DIEGO, CA 92123 (619) 560-1468 DATE: JL)-JE_. .2,, )'12) JURISDICTION: CITY OF CARLSBAD PLAN CHECK NO: 37 3)) PROJECT ADDRESS: L - c_ci7 - pvp- PROJECT NAME: '-,1 -O cf6rE DAPPLICANT DC N ECKER 0 FILE COPY o UPS O DESIGNER D : The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. The plans transmitted herewith will substantially comply G with the jurisdiction's building codes when minor deficien- cies identified . are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is the jurisdiction's copy for your information. The plans are being held at Esgil Corp. until corrected plans are submitted for recheck. - D The applicant's copy of the check list is enclosed for the jurisdiction to return to the applicant contact person. The applicant's copy of the check list has been sent to: L.J. J/ -T j)O( I41E-7Tt) AVE) LULJ'.V))L)\ ?zo2LJ fl Esgil staff did not advise the applicant contact person that • plan check has been completed. Esgil staff did advise applicant that the plan check hs been completed. Person contacted: 1-s J Date contacted: e6l='-D) I n~ Telephone REMARKS: BY: /11 i-c,c1) a . ENCL: &y,z,IL ESGIL CORPORATION ,/,$) (-_1-- CLLrOEJ7ILJ) PLAN CHECK NO. fltT JURISDICTION: Cli! OF CARLSBAD To: LJ' EJPIRT I)c rfl)S iyE -- -J ftOI2—frPL Tht S 2) VT Date initial plan check completed: ()Z3J?) By: -1P Applicant contact person: t_1J1 6T Telephone: 717(/ 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. PMM=A==: 2J4 L WT fr-.-V 1982 UBC (eff. 7/1/85) 1985 UPC (eff'. 11/12/86) 1984 NEC (eff. 10/1/85) 1985 LJMC (eff. 11/12/86) The above regulations apply to residential construction. PLAN (X)RRION tsr SI.E FAMILY AND IXJPLRE 1MELLIM Date plans received by jurisdiction: - Date plans received by Esgil Corporation: 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. NO: PAGE NUMBERS ARE NOT IN SEQUEMM AS PAGES.HAVIM NO I33M NEEDIM CXhucIONS WERE DRTRTP1 • Carlsbad List 10, Single Family Dwelling and Duplex With All Supplements 1 3/25/86 A. PLANS. Please make all corrections on the original acings and submit two new sets of prints, and any original plan sets that may have been returned to you by the jurisdiction, to: Esgil Corporation, 9320 Chesapeake Drive, Suite #208, San Diego, California 92123, (619) 560-1468. ,2<Please make all corrections on the original tracings and submit two new sets of prints, and any original plan sets that may have been returned to you by the jurisdiction, to: Indicate distance from center line of street or alley to property line and distance from property lines to proposd building. Section 302 (c). B. FIRE PION 7 ' Walls closer than 3 feet to property lines shall be one-hour ratedconstruction, 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. - The jurisdiction's building department. setback from the property line. Eaves over required windows shall be not less than 30 on the Title Sheet of the plans, ,,-Indicate inches from the side and rear property lines. the name of the legal owner and name of person Section 1710 and Section 504 (a) and (b). responsible for the preparation of.the plans. Section 302 (a) 7. ,X(. Plastic skylights shall not be installed "within 8' of an exterior wall located where Plansspecifications and calculations shall Oe openings in such exterior wall are prohibited or igned by a California state licensed required to be protected. engineer or architect. (California Business and Section 5207 (a) 7. Professions Code). ftp.+-) rrEX bHOb'-)W s-iur \yProjections, including eaves, shall be r-osssp";loor cify on the Title Sheet of the plans the 4,ne-hour fire-resistive construction, heavy 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). property line. Section 1710. Provide a statement on the Title Sheet of Qe Show location of permanently wired smoke ,,X1 plans that this pr94et shall comply. with detector, centrally located in corridor leading Title 24 and 1982 UBC, and OPand 1984 to sleeping rooms or above stair if sleeping NEC. . rooms are on upper level. Section 1210. 7. Submit fully dimensioned plot plan drawn to D ,ji A smoke detector shall be installed in 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 floor which will be audible in the sleeping area. elevations for all structures and show Section 1210. elevations at all- lot corners. - Sectiàn 302 (c). o)&L yfl/2- PL77J 2 3/25/86 C. 614 sIz. LI. VT A041 AND (.AZI , on the plans, the 30" clear width ,,2iCimension for water closet compartments and 24" clearance Habitable rooms, other than kitchens, shall in front of water closet. contain at least 70 square feet of floor area. Section 511 (a).' Section 1207 (b). A. Specify safety glazing for glazing in )fr( Window area must be at least 1/10 of the hazardous locations such as glass doors, glazing floor area and a minimum of 10 square feet per adjacent to such doors and glazing adjacent to Section 1205 (a). Appears to be deficient in walking surfaces. Section 5406. (') Glazing, in the same wall plane as a door, be safety glazing if within 12" of the door and less than 60" above the walking surface, Openable window area in habitable rooms ,x1 unless the glazing is leaded on faceted glass. must be 1/20 of the floor area and a minimum of Section 5406 (d) 7. 5 square feet. In bathrooms, laundry rooms and similar rooms 1/20 of area is required and Glazing in shower and tub enclosures shall Otempered, minimum is 1.5 sq. ft. (Section 1205 (a)). laminated or approved plastic (including windows within 5 feet of tub or 2g• At least 1/2 of the common wall must be shower floor). Section 5406 (d) 5. open and have an opening not less than 25 sq. ft. if light and ventilation is being supplied Sleeping rooms shall have a window or from an adjacent room. Section 1205 (a). exterior door for emergency exit. Sill height shall not exceed 44" above the floor. The ,$ Required windows shall not open into a window must have an openable area of at least roofed, porch unless the ceiling is at least 7 5.7 square feet with the minimum openable width feet and the longer side is at least 65% open. 20" and the minimum openable height 24". Section 1205 (a). Section 1204. 32.*. Provide mechanical ventilation capable of A mezzanine is an intermediate floor and providing five air changes per hour in may not have a floor area exceeding 33 1/3 bathrooms, water closet compartments, laundry .. percent of the total floor area in the room rooms and similar rooms' if required openable below. The mezzanine floor must have a clear windows are not provided. Section 1205 (a i height of 7 feet, above and'below, and must have Tub) 2, LJ1) (i_TL iê)the long side' open to the room below except for No habitable, room, other than a kitchen, posts and protective walls or railings not shall be less than i'o" in any dimension. . exceeding 42" in height. Section 1716. Section 1207 (c). . ,4. The loft you show does not comply as a ,2r Show that ceiling height for habitable mezzanine floor and is, by Uniform Building Code rooms is a minimum of 7'611. Section 1207 (a). definition, a story. Section 1716. • )3("Show ceiling height for laundry rooms, • 'hallways, corridors, and bathrooms is a minimum of 7'0". Section 1207 (a). 3. - . 3/25/86 D. EXITS, STAIRWAYS, AND RAILINGS () Floors above the second story shall have not less than 2 exits. Section 3303 (a). eL Required exit doorways shall be not less than 36" in width and not less than 618" in height, and shall be capable of opening at least 90 degrees. Section 3304 (e). Q Provide 36" high protective railing for porches, balconies, and open sides of stair landings. Openings between railings shall be less than 6". Section 1711. CP.cU— C:'.) S IL2- Lc1 q Show how guardrail connection details are uate to support 20 pounds per lineal foot at a right angle to the top rail. Table 23-B. ç Provide stairway and landing details. Section 3306 (b) & (c). ,A--,'Maximum rise 8" and minimum run is V. Minimum headroom is 61 6". Minimum width is .30". 36. fl handrails per Section 3306 (j), shall isfy the following: Provide handrail for stairways with 4 or more risers. Handrail shall be 30" to 34" above the / nosing of treads. () The handgrip portion of handrail shall be not less than 1 1/4" nor more than 2" in cross-sectional dimension. (See attached). (~Lery stairway landing shall have a on, measured in the direction of travel, at least equal to the stairway width. Section 3306 (g). '17'r TC> CT191C?E door may open over a stairway landing provided the door, in any position, does not reduce the clear area of the landing in the direction of stairway travel, to less than one-half the required width of the stairway. Section 3306 (g). door may open inward at the top step of a "stairway provided the top step is not more than 7 1/2" lower than the floor level. Section 3301+ (ii). Provide details of winding stairway complying with Section 3306 (d): Minimum tread is 6 inches at any point and minimum 9 inches at a point 12 inches from where the treads are narrowest. Maximum rise is 8 inches. C. Minimum width is 30 inches. -_Sect 3306 spiral stairway details, per Section 3306 (f): Minimum run is 7 1/2 inches measured at a point 12 inches from where the treads are the narrowest. Maximum rise is 9 1/2 inches. C. Minimum headroom is 6 feet 6 inches. -C'Spiral stairways may not be used for required exits when the area served is greater than 1+00 sq.-ft. Section 3306 (f). 301 )/ L2 -Lr Lw7 CTIV T-J /l+ FLc2 P.LVN7OtJc Ui Lg T-/-4 11.3 F - 3t .L T7i T>L ;L rrf- /-r- op- Z- rz' Pv n &j it_ U- L/ 2-0 -'L3- I ir 1-12 T7-)Z- 2' 1 I'Jç?-. I LL. a . -c'-i u 3/25/86 Spiral stairways must have a clear walking space of 26 inches between the column and handrail,show dimension. Section 3306 (f). 9V'Provide I.C.B.0. Research Report and Number /or metal stairway, or submit plans and calculations and approved fabricator registered with the building department or note that the stairway fabrication shall be done under special inspection per the approved fabrication plans. Section 306 (a) 4B and Section 306 (f). In buildings over 2 stories in height, provide 3/4 hour fire-rated assemblies for all openings in the exterior wall below or within 10 feet horizontally of an exterior stairway. An exit balcony with 2 separated stairways is exempt. Section 3306 (1). Exterior stairways shall not project into the 3 foot setback from the property lines. Section 3306 (n). 47. The walls and soffits of the enclosed usable space under interior stairs shall b protected on the enclosed side as required for one-hour fire-resistive construction. Section 3306 (in). X. ROGF31W Specify roof slope. )'ioof slope is not adequate for roof type specified. Table 32-3; Section 3203 (Ii). Specify roof material and application. Chapter 32. ,AC 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 )2 "The maximum slope for a fire retardant built-up roof, with rock or gravel surfacing, is 3 inches in. 12 inches, Section 3203 (e) 2. minimum slope for a fire retardant built-up roof, with cap sheet surfacing, is 1/2 inch in 12 inches. Section 3203 (e) 3. Qop Specify minimum 1/4 inch per foot roof e for drainage or design to support accumulated water. Section 3207 (a), Section 2305 (f) and Section 2511 (d) 6. '- 5PO-_I>1 y'P-LO -r c"— X 'M(f_ ,Show roof drains and overflows. Section 3207. G . Provide skylight details to show compliance with Sections 3401 and 5207 or provide I.C.B.0. approval number. gL_O 4- Plastic skylight must be separated from each other by at least 4 feet. Section 5207 (a) 6. 58. Show attic ventilation. Minimum vent area is 1/150 of attic area or 1/300 of attic area if at least 50% of the required vent is at least 3 feet above eave vents or cornice vents. Show required area and area provided. Section 3205 (c). F. MASONRY Provide fireplace construction details or zw_ note construction to be per attached fireplace standard drawing. Chapter 37. Show veneer support and connections in Seismic Zones 3 and 4, comply with Section 3002, 4, 5, 6, and Section 2515 (a) regarding ties and #9 wire in horizontal joints or show construction to be per attached sheets 30-1 or 30-2. Donry Show heightand construction details of all walls. Chapter 2.4. 2 o P0\/ L(_4 i_ omjL ,-'AL..t_ Fc'fl ç - 'i/i $Oided Note that cleanout openings shall be at the bottom of all cells to be grout filled over 4' in a single pour. Cleanout shall be sealed before grouting, after inspection. Section 2414 (a) 8. ,ft 'Show floor and ioof connections to masonry walls. Connection shall resist 200 pounds per lineal foot or the actual design load, whichever is greater. Cross grain tension or bending in wood ledgers is not permitted. Section 2312 (j) 3. A. ~ou)ndation Provide details for damp proofing the walls, below finish grade, where useable space exists on the interior side of the walls. Section 1707 (d). j'), Show a minimum 2" air space and flashing between planter and building walls. Section 2516 (c) 7. G. GMM AND CARRS Xthe Garage requires one-hour fire protection on garage side of walls and ceiling common to the dwelling. Table 5. B. Section.503 (d). ,fr( All elements supporting floor above garage, including walls supporting flor joists, to have one-hour fire-resistive protection on the. garage side. Section 503 "how 1 3/8" solid core self-closing door. for openings between garage and dwelling. Section 503 (d). enings between carport and residence require self-closing doors and stationary windows. Section 1214. ,7X('ow garage framing section, size of header over garage opening, lateral cross bracing at plate line, method of bracing garage front, and holddowns if required. Chapter 23. NOTE: Maximum shear panel ratio of height to width is 3 1/2 to 1. Table 25-I. ,i 2. Toors may open into the garage only if the floor or landing in the garage is not more than 1/2" lower than the door threshold. Section 3304 (ii). 33 'rovide an 18" raised platform for any FAIl, water heater, or other device in the garage, which may generate a flame or spark, UMC Section 508, UPC Section 1310 (a). H. FXJNDAIION RJIRTS () Per soils report, note on the plan the soils classification, whether or not the soil is expansive, and note the allowable bearing value. Section 2905 (c). SbIL— iCjJ(- S1O P.F- )JQ_ .OIL. JiUMt I. ft )" 1-q5 ,o foundation plan does not comply with Y€_EP the soil report recommendation for this project. Please review the report and modify design, notes and details as required to show compliance. Provide notes on the foundation plan listing the soils report recommendations for foundations, slab and building pad preparation. Garages are not permitted to open into a room used for sleeping purposes. Section 1104. 6 3/25/86 „?1(Thes0i1s report recommends excavations be ,44. Show foundation sills to be pressure reviewed by soils engineer. Note on the treated, or equal. Section 2516 (c) 3. foundation plan that "Prior to the Contractor S requesting a Building Department Foundation Show foundation bolt size and spacing. Inspection, the soils engineer shall advise the Section 2907 (e). building official in writing that: V V )8'Specify size, I.C.B.0. number and 1. the building pad, was prepared in manufacturer of power driven pins. Show edge accordance with the soils report; and end distance and spacing. Section 306 (f). the utility trenches have been V V properly backfilled and compacted, . If required by structural calculations, and; show size, imbedment and location of hold down V anchors on foundation plan. Section 2312 (f). the foundation excavations, formings and reinforcements comply with the 88. If hold downs are required by calculations, V soils report and approved plan”. n eon plan that hold down anchors must be tied V in place prior to foundation inspection. 78. Show height of all foundation walls. Section 305 (e) 2. Chapter 23. V '1 /10 V V Show adequate footings under all bearing 9oundation Show height of retained earth on all walls and shear walls. Section 2907 (b). walls. Chapter 23. t1 L-. 1)0 V V Eor)slopes Show on the elevations, stepped footings If. cut or fill slopes exist, show distance steeper than 1:10. of foundation to edge of cut or fill slopes and Section. 2907 show steepness and heights of cuts and fills. F7—CT oE_re_IL_ Chapter 29. ,W. Show minimum 18" clearance from grade to V V bottom of floor joists and minimum 12" 81. Note on plans that wood shall be 6" clearance to bottom of girders. minimum above finish grade. V V Section 2516 (c). Section 2516 (c) 7. V •____ V ,92Show pier size, spacing and depth into Note on plans that surface water will drain undisturbed soil. Table 29-A. V away from building and show drainage pattern and key elevations. Section 2905 (f). 93. Show minimum underfloor access of 18" x '. Section 2516 (c). (Tt) frt_L- ,( Dimension foundation per U.B.C. Table 29A: A2/) ,4l: Show minimum underfloor ventilation equal Floors to 1 sq. 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.. V 7 • V V 3/25/86 Specify that posts embedded in concrete shall be pressure treated per UBC Std. No. 25- 12. Section 2516 (c). I. FRAMING 9how 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. 97. 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). ~oor Show blocking at ends and at supports of 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. 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 )PfC(Show 1/2" minimum clearance between top plate of interior partitions and bottom chord of trusses. (To ensure loading will be as designed). 105. Show double top plate with minimum 48" p splice. Section 2517 (g) 2. Show nailing will be in compliance with Table 25-Q. 107. Show or note fire stops at the following locations per Section 2516 (f): in concealed spaces of stud walls and partitions, including furred spaces, at the ceiling and floor levels and at 10 foot intervals along the length of the wall. at all interconnections between concealed vertical and horizontal spaces such as occur at soffits, drop ceilings and cove ceilings; C. in concealed spaces between stair stringers at the top and bottom of the run and between studs along and in line with the run of stairs if the walls under the stairs are unfinished; and d. in openings around vents, pipes, ducts, chimneys, fireplaces and similar openings which afford a passage for fire at ceiling and floor levels, with noncombustible materials. Show stud size and spacing. Maximum allowable stud heights; Bearing wall: 2 x 4 and 2 x 6 max. 101; Non-bearing: 2 x 4 max. 141, 2 x 6 max. 201. Table 25-R-3. ø"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'.;.C: Certificate of Coliance for glued laminated wood members shall be given .to the building inspector prior to erection. Section 306 (f). ZO ) Detail all post to beam and post to izg connections and reference the detail to the plan. Section 2516 (m). eDetail shear transfer connections, ding roof and floor diaphragms, to shear walls. Section 2513. pecify nail size and spacing for all shear walls, floor and roof diaphragms. Indicate required blocking. Maintain maximum diaphragm dimension ratios. (Tables 25 I, 3, K) and Section 47,13. (d). Z,l . ~f4~Show 3" x 4" or 2" x 6" studs in first story of three story building. Table 25-R-3. 'Provide truss details and truss calculations for this project. 116 Provide roof framing plan and floor framing plan. Section 302 (a) 7. Provide framing sections through 121. Show on the plans all structural requirements developed in the stru tural calculations. €...---- ' Columns and posts located on concrete or 7masonry floors or decks exposed to the weather or to water splash or in basements and which support permanent structures shall be supported by concrete piers or metal pedestals projecting above floors unless approved wood of natural resistance to decay or treated wood is used. Section 2516 (c) 4. ,)Z ' Individual concrete or masonry piers shall project at least 8 inches above exposed ground unless the columns or posts which they support are of approved wood of natural resistance to decay or treated wood is used. Section 2516 (c) 4. ,,).21C'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). Wood stud bearing walls, with studs at 24" o.c., require 3 ea. 2 x 4 or 2 en. 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. Section 320 (a) 7. 4 ,'>1 Specify plywood grade and panel identification index. Table 25-N. ,,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 (á)7. 'Provide calculations for lateral 'loads, shear panels, shear transfer and related. Section 302 (9) 7. When roof pitch is less than 3:12, design ridge as a beam. Section 2517 (h). 129 If foundation cripple wall studs are less 14" framing shall be solid blocking. Section 2517 (g) 4. l—OTF 1'Ji7E1- aLFff3 II7rL-L_ 7 2jt JiJ) , ,'flo) cr2 uc1 A-T / ioR BPrLL-OrJ~ ' 9 3/25/86 - Eg Cripple wall studs xceeding 4 feet in ht shall be 3 inch by 4 inch or 2 inches by 6 inches when supporting 2' stories. Section 2517 (g) le. Show plywood sheathing over exposed eaves, or other weather exposed areas, is exterior grade. Section 2516 (g) 3. () Show a weep. screed at the foundation plate line on all exterior and stud walls to be stuccoed. Section 4706 (e). Show corridor width to be minimum 36". Section 3305 (b). ,131 Specify truss layout for 30" x 30" attic access. Ridges, hips, and valleys shall beat least one size larger than supported rafters. Section 2511 (h) 3. In open beam construction, provide Strap- ties across the beams at the ridge support. Section 2501 (b). Show minimum 30" deep unobstructed working space in front of furnace. Section 505, UMC. Note on plans, 'clearances to be per acturer'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 a closet or confined space with access only through such room, unless specified as direct vent appliance, enclosed furnace or electric heating appliance. Section 704, UMC. Ere)place. Show I.C.B.O. approval number for prefab Show access to the attic or underfloor furnace to be minimum 30 inches by 30 inches. Section 108 & 109 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. J. MANICAL 5 147. Show permanent electrical outlet and All heating, ventilating, and cooling systems lighting fixture controlled by a switch for the and appliances shall comply with the Uniform attic furnace. Section 708, UMC. Mechanical Code. ç :i—O 15 148. Show details to comply with Section 709 1.3) Show the size, locáEion and type of all VQ42for furnace under the floor, or Section 710 for heating and cooling appliances or systems. roof or outside furnace. Show source of combustion air to furnace, 149. Note on plan: Gas vents and per Chapter 6, UMC. noncombustible piping passing through three floors or less shall beeffeâtively draft Every dwelling unit shall be provided with stopped at each floor., or ceiling. heating facilities capable of maintaining a room UBC, Section 1706 (a) 6. 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 KLECXRiCAL (XAfl(R(&L XLBCMICAL E) ,$i'. Fuel combustion water heater shall not be - installed in bath or bedroom or in a closet All wiring shall comply with the National opening into bath or bedroom. Electrical Code. UPC, Section 1309. ,56Show'on the plan the amperage of the Provide adequate barrier to protect water electrical service, the location of the service heater from vehicle damage. UPC, Section 1310. panel and the location of any sub-panels. 1('Show location of all electrical () Show T and P Valve on water heater and receptacles. s ow route of discharge line to exterior. UPC, Section 1007 (e). 152. Electrical receptacle locations and/or spacing is not adequate in gtJi'—ti L) 161. 161. Provide dryer vent to outside. , Section 1903. 162. Note on the plan that hose bibbs and lawn Show at least one convenience outlet other than outlets for laundry, etc., outdoors, in garages and basements. NEC, Art. 210-52. 54 Note convenience outlets in bathrooms, outdoors, and in garages and basements (other than for laundry and similar equipment) shall be GFI protected, NEC, Art. 210-8. Q Note electrical system ground to be provided per NEC, Art. 250-81. PLUMBING (uNi?I' PLTh1BING CODE) 156. Show water heater and location o plans. 'UPC, Section 1310. Show source for providing combustion air to fuel burning, water, heater. If wall opening in an enclosure are used, at least one-half of the required opening area shall extend into the upper twelve inches of the enclosure and one-half within the lower twelve inches. UPC, Section 1307. ..11 _. systems.. ..t..1 I approveda ..,..eI spr.LLL&L L1.L 1IV UdLL .LUW prevention devices. UPC, Section 1003. Shower stall shall accommodate a 30" circle and have a minimum floor area of 1,024 sq. in. UPC, 909 (d). N. NOISE INSULATION (1JPL) )*J.'Show details of duplex common (party) walls and floor/ceiling assemblies to achieve a Sound Transmission Class (SIC) rating in walls of 50 decibles and on Impact Insulation Class (IIC) rating on floor/ceiling of 50 decibles. Title 25. Show how penetrations of assemblies for piping, electrical devices, recessed -cabinets, bathtubs, soffits, or heating ventilating, or exhaust ducts shall be sealed, lined, or insulated to maintain required sound transmission rating. 'Title 25. Provide insulation in walls and ceiling to achieve SIC of 50 between garage and living area if garage use is not controlled by resident. Title 25. 3/25/86. ecify on the building plans all of the: mandatory energy conservation requirements as listed on the enclosure titled, "Mandatory Energy Conservation Requirements". eti Show the size, type, make, model and on of the space heating (or cooling) system and provide heat loss calculations if the output BTU/Ur. exceeds 45,000. 0. CARLSBAD S.F.D. & IXJPLSE JPPL4IT - 75. Energy conservation design should be for Zone 7 . See attached energy packages. Floor drains must have auto-prime (city policy). 177. Note exhaust fans cannot be ductless type ity policy). 178 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). "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). 180 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). 81.. Incorporate the waterproofing details, on the attached Policy 80-8, where interior living space occurs below-grade at. Oe masonry wall(s). Pc OEI7c1L't//1 I LL5) N. EKWM (XJNSVION: -PLEASE READ State regulations (California Adnin. 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. 167. 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. T- The -pJ.aa--eheet howl g-the--required_ 1 ic.iab Uie -.L.iji. c-laments Wifi p1tann with-that--se1ected-packags, 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. 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. The plans are not in compliance with the energy conservation compliance package selected or design calculations provided. Show on plans conformance as follows: .00Cu!-1F -)mi1ot--) o i'c7- i*'— T7 °P-oJ •• Ct-4LIF ij I iTht— 7141- F-,\ii/- 1rTP -F4-4I (.-'7 —17 2_''-)ILL. \J1tF1J 12 3/25/86 i182 Show on the Title Sheet on the plans, the oormation required by the attached Develo mental Services Sheet 102683. All new residential buildings, including "additions, require a soils report. Please submit two copies. S - )$4Heavy timber framing, nin1mum6" 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), - 185. Please see additional correction, or remarks, on-the folloving- 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 TM-1 /P pir USC Adopting Ordinance 3792 requires - Fire Retardant roof. on all structures (Sec. 18.04.230). Show compliance with USC Section 3203(e). 187. City Ordinance 9792 requires two park- ing spaces/unit with clear area of 20x2O i.e. no washing machines etc.. Show compliance PL/rQ!J'-f 2EAp!. rQ p'.OJL7 i,.;rZ) 11I5 P1 L. Er-hFI -A-? I )__7 1bt- 2? (I-iTt L/L4 LL J) L at Esgil Corporation. If you have any questions s - , _, fr regarding City Building permit procedures, please contact Carter Darnall at the City of - / ••7J••' Carlsbad, 2075 Las Palms '• Telephone (619)438-1161 . ) S/glib / .- V . . —E.Q?7 ? HFf'jQ_. LI fr'- Thank you Enclosures: 'F1 )/O J——PThUE_- , vLAIL L9EX f— IO/4- rc P-F / F3" O,36- 1J -9R- iLo _: OF-T-01-11-1 L FNE &L-6 i'CY. /> V • . 11-1: 3. V V • OPPOr2_y2 '- 000 Li 13 10/6/86 Date*_4Ef7 CITY OF CARLSBAD Prepared byi D Bldg. Dept. -r, VALUATION AND PLAN CHECK FEE Q Esgil PLAN CHECK NO, _e73.11 BUILDING ADDRESS - V-/bL4 i ,A /J APPLICANT/CONTACT L.3, PHONE NO. 7 _7a/(/ BUILDING OCCUPANCY _-,)/--f) DESIGNER PHONE TYPE OF CONSTRUCTION CONTRACTOR PHONE__________ BUILDING PORTION BUILDING AREA 'VALUATION MULTIPLI VALUE LJtI1ILXr L0 7 -5i 04 /7 Air ConditioninE Commercial Residential Res. or Comm. Fire Sprinklers Total Value , Fee Adjusted To Reflect 0 Energy Regulations (Fee x 1.1) 0 Handicapped Regulations (Fee x 1.065) Building Perm-it Fee $ ' • • Plan Check Fee $ ' • 9jL $ Ll C0MMENTS 0/4/82 —cc- - L:J m U E PM ENGINEERING CHECKLIST Date: Plan Check No. 97-3/1 Project Address:Z4'4 Lcicbsr4 Project Name: Field Check Date: 7//$7&7 LEGEND Item Complete Item Incomplete - Needs Your Action 1,2,3 Number in circle indicate plancheck number that deficiency was identified LEGAL REQUIREMENTS Site Plan 1,..7 Provide a fully dimensioned site plan drawn to scale. Show: North arrow, property lines, easements, existing and proposed structures, streets, existing street improv right-of-way w]b and dimensuone setbacks. Show on Site Plan: elevations, eievati fiFiTh gradejacen~F inis~hfloor g, existing topographicjI linel, xisting and proposed sb ~es,driveway and percent radiã?itinage pat Provide legal description of property. Provide assessor's parcel number. PERMITS REQUIRED Grading Grading permit required. .Grading plans in plan check PE fl 7. Need the following completed prior to building permit issuance: 0 A. Grading plans signed. 0 B. Grading permit issued. 0 C. Grading completed. D. Certification letter and compaction reports submitted. fl E. Grading inspected and permit signed off by City inspector. O yI5y,,L' 8. Right-of-Wa Permit required for work in public right-of-way (e.g driveway approac _tp, sidewalk, connection to water main,etc). U 9. Industrial Waste Permit application required. To be filled out completely and returned to Development Processing. FEES REQUIRED Park-in--Lieu fees required. _____ Quadrant: - , Fee Per Unit: , Total Fee: - El 0 Traffic impact f,9e required. Fee Per Unit: (76 ) 7O , Total Fee: 0 fi Bridge and Thoroughfare fee required. - #53'O Fee Per Unit: , Total Fee: LI LI Public facilities fee required. ' fl LI Facilities management fee required. Fee, 11 Additional EDU's required: Aaw ZtL7. Sewer connection fee: Se permit no. 1,C41P fi Sewer lateral required: beio REMARKS: 0. K. to issue: Date: 8 ? 7 If you have any questions about any of the above items identified on this plan check, please call the Development Processing Department at 1138-1161. PLANNING CHECKLIST Plan, Check No. - 87-3/I Address Z4&/ /i 257 Type of Project and Use 5g0 Zone R- 1 Use Allowed? YES NO Setback: Front _____ Side 01< Rear School District: San Dieguito )( Encinitas X' Carlsbad San Marcos Discretionary Action Required YES NO Type Environmental Required YES NO Landscape Plan Required YES NO Comments Coastal Permit Required YES NO X 0 • • a) a) a) a) a) a) > > > a) a) a) — c.i m 4 U U U - Q_ Q_ a) a) a - ( c cc IMF Additional Comments OK TO ISSUE DATE 7,c7 'S140 All . 'ITc, P - No PRo1?IcAi / i 7 E I/ &/2/A Ixt. 4210 -(c- (619)431161 TONY MATA PRINCIPAL BUILDING INSPECTOR 2075 Las Palmas Drive Carlsbad, California 92009-4859 f-'JTf2 A ja JFA a/c' R(CQ,2p LJa.&/' /-ccgpT o/2 /7"osr t 1 24"- iJ i4c I?'i, Os/G1'' ) p- - 11 / cØP/F ca — PHILIP HENKING BENTON PRESIDENT . CIVIL ENGINEER Rancho La Costa, Inc. Route 1, Box 2550 Encinitas, Califonia BENTON ENGINEERING. INC. - APPLIED SOIL MECHANICS - FOUNDATIONS 6741 EL CAJON BOULEVARD - . SAN DIEGO, CALIFORNIA 92115 SAN DIEGO: 583-5654 November 30, 1970 5€. 3 I LA MESA: 469-5654 92024 Subject: Project No. 68-11-23D, Supplement Report on Compacted' Filled Ground La Costa South Unit No. 1 Rancho La Costa, California Gentlemen: On June 23, 1969, we submitted what we then believed to be a final report on compacted filled ground for the above unit. However, additional filled ground was placed and compacted on the unit subsequent to the report; this is to report the results of the tests and observations made in order to inspect the compaction of that additional filled ground, which was placed during the period between October 30, 1969 and June 24, 19 he lots on which the addi- tional filled ground reported herein was placed include Lot 62, 63 91, 92, 93, 110 to 114, inclusive, 122, 123 and 148 to 151, inclusive. 4Ap/Nf(/ The final approximate areas and depths of filled ground placed on this unit under our inspection in accordance with the approved specifications are shown on the attached Drawing No. 1 which has been revised to include the additional filled ground covered by this supplemental report. The approximate locations of the tests taken subsequent to June 23, 1969 are presented on page No. Ti under.the'Table of Test Results," and the laboratory determinedations of the maximum dry densities and optimum moisture contents of the major fill materials placed as additional fill are presented on page No. 12 under the "Laboratory Test Results. Some of the maximum dry densities shown in the "Table of Test Results' on page No. T1 were combinations of these. The tests reported herein were taken during the weekly periods indicated below: Test Number Week Ending 507 to 5091 inclusive 510 to 519, inclusive 520 to 529, inclusive 530 to 538, inc 539 ptCEIVED 540 and 541 542 OCT 261976 CITY OF CARLSBAD Building Department November 1, 1969 December 6, 1969 January 17, 1970 January 24, 1970 February 28, .1970 March 21, 1970 June 27, 1970 Tj.;. Project No. 68-11-23D, Supplement -2- November 30, 1970 Rancho La Costa, Inc. The final results of tests and observations indicate that the compacted filled ground has been placed at 90 percent of the maximum dry density or greater. It has been determined that the fill materials, compacted to 90 percent of the maximum dry density, have a safe bearing value of at least 1510 pounds per square foot for one foot wide continuous footings founded at a mini- mum depth. and placed five feet or more inside the top of compacted filled ground slopes. If footings are placed closer to the exposed slopes than 5 feet inside the top of compacted filled ground slopes, these should be deepened one fool below a 1 1/2 horizontal to 1 vertical line projected out-ward and downward from a point 5 feet horizontally inside the top of compacted filled ground slopes. Tests indicate that the compacted filled ground is adequate to satisfactory support the proposed one and two story wood frame dwellings without detrimental settlements. Expansive clay sails were placed within the upper 3 feet on Lots i and _63 therefore the following special design precautions are recommended: Avoid the use of isolated interior piers. Use continuous footings throughout, and place these at a minimum depth of two feet below the lowest adjacent exterior final ground surface. Reinforce and interconnect continuously with steel bars all interior and exterior footings with one 05 bar at-3 inches above the bottom of the footings and one 05 bar placed 1 1/2 inches below the top of the stems of the footings. Exercise every effort to assure that the soi.l under the foundations and slabs has a uniform moistu?e content, 1 percent to 3 percent greater than optimum throughout the top 3 feet below finished grade at the time of placing foundations and slabs. Use raised wooden floors that span between continuous footings, or use all concrete slobs with 6 x 6 - 10/10 welded wire fabric and provide a minimum of 4 inches of clean sand beneath all concrete slobs. Provide a moisture barrier 2 inches below slabs under living areas. Separate garage slabs from perimeter footings by a 1/2 inch thickness of construction felt or equivalent, to allow independent movement of garage slabs relative to perimeter footings. Provide positive drainage away from all perimeter footings to a horizontal distance of at least 6 feet outside the house walls. This supplemental report plus the report of June 23, 1969, comprise our final report of compacted filled ground placed on this unit, as of this date. This supplemental report reflected only the changes that have occurred inside Lots 1 to 184, inclusive, in La Costa South Unit No. 1 since our report of -June 23, 1969, same subject as above. Respectfully submitted, BENTON ENGINEERING, INC. Byf " M. V. Pothier, Civil Engineer Distr: (4) Addressee (2) McIntire & Quiros, Inc. Attention: Mr. Gary Cumbey Rick Engineering San Diego County Building Inspection Vista, California NTCrl rN.INF'!N. HNC. PHILIP HENKING BENTON PRESIDENT - CIVIL ENGINEER BENTON ENGINEERING, INC. APPLIED SOIL MECHANICS - FOUNDATIONS 6741 EL CAJON BOULEVARD SAN DIEGO. CALIFORNIA 92115 June 23, 1969 SAN DIEGO: 583-5654 LA MESA: 469-5654 Rancho La Costa, lnc Route 1, Box 2550 Encinitas, California 92024 Sublect: Project No. 68-11-23D Final Report on Compacted Filled Ground La Costa South Uhit No. 1 Rancho La Costa, California Gentlemen: This is to report the results of tests and observations made in order to inspect the compaction of filled ground placed on certain areas of Lots 1, 3 to 7, inclusive, 14 to 25, inclusive, 34 to 39, Inclusive, 43 to 46, inclusive, 54 to 58, inclusive, 62 to 72, inclusive, 82, 83, 84, 86, 87, 89, 90, 110 to 120, inclusive, 122, 123, 131, 132, 151 to 154, inclusive, 166 to 177, inclusive, 181 to 184, inclusive, and Portions of La Costa Avenue, Navarra Drive, Viejo Castilla Way, Nuevo Castilla Way, Sevilla Way, Levante Street, Galicia Way, and La Corua Place, La Costa South Unit No. 1, Rancho La Costa, California. The fills were placed during the periods between February 4, 1969 and May 2, 1969. The approximate areas and depths of filled ground placed under our inspection in accordance with the approved specifications are shown on the attached Drawing No. 1, entitled "Location of Compacted Filled Ground." The grading plan used for the placement of filled ground wai prepared by McIntire & Quiros, Inc. dated January, 1968. The approximate locations at which the tests were taken and the final test results are presented on page Nos. 4 to 19, inclusive, under the "Table of Test Results." The laboratory determina- tions of the maximum dry densities and optimum moisture contents of the major fill materials are presented on page No. 20, under the "Laboratory Test Results." Some of the maximum dry densities shown in the "Table of Test Results" were combinationsof these. The tests were taken during the weekly periods indicated below: Test Number Week Ending 1 to 8, Inclusive February 8, 1969 9 to 29, inclusive February 15, 1969 30 to 37, inclusive February 22, 1969 - 38 to 89, inclusive March 8, 1969 90 to 139, inclusive March 15, 1969 140 to 191, inclusive March 22, 1969 192 to 257, inclusive March 29, 1969 Continued on page two. ,21'/ Project No. 68-11-23D -2- June 23, 1969 La Costa South Unit No. Test Number 258 to 352, inclusive 353 to 433-, inclusive 434 to 461, inclusive 462 to 485, inclusive 486 to 506, inclusive Week Ending April 5, 1969 April 12, 1969 April 19, 1969 April 26, 1969 May 3, 1969 The final results of tests and observations indicate that the compacted filled ground has been placed at 90 percentof the maximum dry density or greater. It has been determined that the fill materials, compacted to 90 percent of the maximum dry density, have a safe bearing value of at least 1510 pounds per square foot for one foot wide continuous footings founded at a minimum depth and placed five feet or more inside the top of compacted filled ground slopes. If Footings are placed closer to the exposed slopes than 5 feet inside the top of compacted filled ground slopes, these should be deepened one foot below a 1 1/ horizontal to 1 vertical line projected outward and downward from a point 5 feet horizontally inside the top of compacted filled ground slopes. Tests indicate that the compacted filled ground is adequate to satisfactorily support the proposed one and two story wood frame dwellings without detrimental settlements. In our report of the original investigation conducted at this subdivision, (Project No. 68-2-2C dated March 8, 1968), we stated that some silty clay and sandy clay soils had been found on the site that wereexpansive, and we recommended that each lot be inspected during or after grading to determine those lots in which such expansive soils exist within the upper 3.0 feet. This has been don., and the following lots have been found to contai ICU __ ;243 76iisw1thin thàr3Ofà(. Lot Nos. inclusive .2/'ó /75 L' /A '3 Lot Nos. 9flTO9, inclusive RTPCRT Lot Nos.1to 184, inclusive - It is recommended that the following special design precautions be taken for the houses to be constructed on the above-listed lots: Isolated interior piers should not be used. Continuous footings should be used throughout, and these should be placed at a minimum epthftv feetI47 e lowestadjacent exterior finc ground surface. Reinforce and Interconnect continuously with steel bars all interior and exterior footings with jJ4 bfrs at 3 inches above the bottomlof all footings and below the of the stems of the footings. / 3f Use raised wood floors that span between continuous footings, or reinforce all concrete slabs with 6 x 6 - 10/10 woven wire Fabric, and provide a minimum of 4 inches of clean sand beneath all concrete slabs. Provide a moisture barrier 2 Inches below slobs under living areas. BENTON ENGINEERING. INC. Project- No. 68-11-23D - Jun. 23, 1969 La Costa South Unit No. 1 (4) Separate garage slabs from perimeter footis by 14 inch thickness of construction felt or equivalent, to allow Independent movement of garage slabs relative to perimeter footings. (~5 Provide positive drainage away from all perimeter footings ,to a horizontal distance of at least 6 feet outside the house walls. In addition to the filled ground placed and inspected within La Costa South Unit No.. 1, there was an area of fill approximately 180 feet east of the east end of Navarra Drive. This area is shown on Drawing No. 1, and the tests taken within the area are Test Nos. 257, 258, 264 and 270. Respectfully submitted, BENTON ENGINEERING, INC. By7*7A 1 M. V. Pothier, Civil Engineer, Distr: (4) Addressee (2) McIntire & Quiros, Inc. Attention: Mr. Gary Cumbey Rick Engineering San Diego County Building Inspection Vista, California - mailed 1-9-70 BENTON ENGINEERING. INC. 5 1200 ELM AVENUE CARLSBAD, CA 92008-1989 - BUILDING TELEPHONE (619) 434-2882 TO: COMMUNITY DEVELOPMENT - SUBJECT: RECCDLNG FEFS fOPfE.EES/F-AGThf1Y MGMT/AVE -u ,, The following propertyowner has paid in full the Pi14-e—F-tttttis -eThnd requested removal of the recorded agreement he chain Property Owner ELIAS P LOVE 87-311 86482 INVOICE INVOICE AMT $620 00 78546 RECEIPT # • ____________________________ RECORDING FEE $9.00 (#78547) Marty Arthur Accounts Receivable Supervisor - CITY OF CARLSBAD 1OU LLM AVtNUt UAKLSUAD, CALIFORNIA 92008 4385621 .i BUILDING REC'D FROM \'/ // 6 AF P DATE_____________ -::._.. ACCOUNT NO. . DESCRIPTION . AMOUNT. / . /-93 -- Oooô 1711&rlt) 7- T I1 lIT_II L: RECEIPT NO 78546 TOTAL , H- j CITY OF C'ARLSBAD 1200 ELM AVENUE CARLSBAD, CALIFORNIA 92008 y .•-. 4385621 j•. - 9.2@ 69 1,4 9Q REC'D FROM _DATE_______________ ACCOUNT.NO. . DESCRIPTION . AMOUNT )e59 - ' RECEIPT NO. 78547 TOTAL y AL /tQ -- M1dJ Xz . . o-% WRITE IT — DON'T SAY IT! 1; . c. __ _ qi e€ e sc AIGNER FORM NO. 55-032 PRINTED IN USA CERTIFICATION OF COMPLIANCE - CITY OF CARLSBAD Plan Check No. DEVELOPMENT PROCESSING SERVICES DIVISION 2075, LAS PALMAS CARLSBAD, CA 92009 (619) 438-1161 This form shall be used to determine the amount of school fees for a project and to verify that the project applicant has complied with the school fee requirements. No building permits for the projects shall be issued until the certification is signed by the appropriate school district and returned to the City of Carlsbad Building Department. SCHOOL DISTRICT: - Carlsbad Unified San Marcos Unified 801 Pine Avenue . 270 West San Marcos Blvd. Carlsbad, CA 92008 (457-4985) San Marcos, CA 92069 (744-4776) J . >.Ericinitas Union Elementary - San Dieguito Union High School 189 Union Street 625 North Vulcan Encinitas, CA 92024 -(944-4306) Encinitas, CA 92024 (753-6491) Project Applicant: '-T _S7Z4/4/T APN:0?/-"0_/_7 . . Project Address: o?4/4/ 1-4 Co.n RESIDENTIAL: SQ. FT. of living area Number of dwelling units SQ. FT. of covered area SQ. FT. of garage area COMMERCIAL! INDUSTRIAL: SQ. FT. AREA Prepared By Date FEE CERTIFICATION (To be completed by the School District) Applicant has complied with fee requirement under Government Code 53080 Project is subject to an existing fee agreement Project is exempt from Government Code 53080 Final Map approval and construction started before September 1, 1986. ..........--' ...' (other school fees paid) Other Residential Fee Levied: .$_'based on Y10 yo sq. ft.f9)4 - Comm/Indust Fee Levied: $ . based on sq. ft.@ AS 2926 and SB 201 fees are capped at $1.50 per square foot for residential. AS 2926 is capped at $.25 per square foot for commercial/industrial. L. J. STEWART CONSTRUCTION CO. . 1014 P. 0. BOX 184 PH. 619-753-2994 CARDIFF BY THE SEA, CA 92007 19-86/1220 PAY - TOTHE ORDER OF . . $ . /4. 7:4(e,4/34.*ao '% -O L LA R S tfl Bank of America -- VtB,s,d, 0758 P849 VM CA 92083 , "00 10 School District Official Title Date CERTIFICATION OF COMPLIANCE CITY OF CARLSBAD Plan Check No. DEVELOPMENT PROCESSING SERVICES DIVISION 2075 LAS PALMAS CARLSBAD, CA 92009 (619) 438-1161 This form shall be used. to determine the amount of school fees for a project and to verify that the project applicant has complied with the school fee requirements. No building permits for the projects shall be issued until the certification is signed by the appropriate school district and returned to the City of Carlsbad Building Department. SCHOOL DISTRICT: Carlsbad Unified San Marcos Unified 801 Pine Avenue 270 West San Marcos Blvd. Carlsbad, CA 92008 (457-4985) San Marcos, CA 92069 (744-4776) Encinitas Union Elementary San Dieguito Union High School 189 Union Street \ 625 North Vulcan Encinitas, CA 92024 (944-4306) Encinitas, CA 92024 (753-6491) Project Applicant: & -7T APN:2/-/610 -(7 Project Address: 'Z' 64 774L A-V&' RESIDENTIAL: SQ. FT. of living area Number of dwelling units SQ. FT. of covered area SQ. FT. of garage area 19 __ COMMERCIAL/ INDUSTRIAL: SQ. FT. AREA Prepared By Date -/'-7 ------------------------------------------------------------------------------------------ FEE CERTIFICATION (To be completed by the School District) _____ Applicant has complied with fee requirement under Government Code 53080 Project is subject to an existing fee agreement Project is exempt from Government Code 53080 Final Map approval and construction started before September 1, 1986. (other school fees paid) Other Residential Fee Levied: $ 00 IF based on t4 ) -1O sq. ft .@ Comm/In&tJjee Levied: $ based on sq. ft.@ AB 2926 and SB 201 fees are capped at $1.50 per square foot for residential. AB 2926 is capped at $.25 per square foot for commercial/industrial. L~~ City of Carlsbad • '12 1635 Faraday Av Carlsbad, CA 92008 07-08-2002 Miscellaneous Permit Permit No: CB022008 Building Inspection Request Line (760) 602-2725 Job Address: 2464 LA COSTA AV CBAD Permit Type: MISC Subtype: OTHER Status: ISSUED Parcel No: 2161601700 Lot #: 0 Applied: 07/08/2002 Valuation: $0.00 Entered By: MDP Reference #: Plan Approved: 07/08/2002 Issued: 07/08/2002 Project Title: ZOMORRODIAN RESIDENCE Inspect Area: INSTALL HANDRAILS @ SIDE & REAR YARD Applicant: Owner: ZOMORRODIAN MOHAMMAD M ZOMORRODIAN MOHAMMAD M735 07/08/02 0002 01 02 GP 2464 LA COSTA AVE 2464 LA COSTA AVE CARLSBAD CA 92009 CARLSBAD CA 92009 N Total Fees: $60.00 Total Payments To Date: $0.00 Balance Due: $60.00 Miscelaneous Fee #1 PERMIT / $60.00 Miscelaneous Fee #2 $0.00 Additional Fees $0.00 TOTAL PERMIT FEES $60.00 Inspector: 1912 Date: Date: Clearance: NOTICE: Please take NOTICEIthat approval of your project includes the imposition" of fees, dedications, reservations, or other exactions hereafter collectively referred to as "fees/exactions." You have 90 days from the date this permit was issued to protest imposition of these fees/exactions. If you protest them, you must follow the protest procedures set forth in Government Code Section 66020(a), and file the protest and any other required information with the City Manager for processing in accordance with Carlsbad Municipal Code Section 3.32.030. Failure to timely follow that procedure will bar any subsequent legal action to attack, review, set aside, void, or annul their imposition. You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capacity changes, nor planning, zoning, grading or other similar application processing or service fees in connection with this project. NOR DOES IT APPLY to any 60-00 PERMIT APPLICATION CITY OF CARLSBAD BUILDING DEPARTMENT 1635 Faraday Ave., CarIsbad, CA 92008 FOR OFFICE USE ONLY PLAN CHECK NO. O2.c' tC,o EST. VAL. Plan Ck. Deposit Validated By Date Address (include Bldg/Suite #) Business Name (at this address) Legal Description Lot No. Subdivision Name/Number Unit No. Phase No. Total # of units Assessor's Parcel # Existing Use Proposed Use SQ. FT. #of Stories # of Bedrooms # of Bathrooms - Name - Address City State/Zip Telephone # Fax # 3 _APPLICANT Cotractoç,,,,O Agent for Contractoj1 owner,,D Agent for Owner Name . Address City State/Zip Telephone # Name Address City State/Zip Telephone # cPTZ NVNAME. (Sec. 7031.5 Business and Professions Code: Any City or County which requires a permit to construct, alter, improve, demolish or repair any structure, prior to its issuance, also requires the applicant for such permit to file a signed statement that he is licensed pursuant to the provisions of the Contractor's License Law [Chapter 9, commending with Section 7000 of Division 3 of the Business and Professions Codel or that he is exempt therefrom, and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars [$5001). Address City State/Zip Telephone # State License # License Class City Business License # Designer Name Address City State/Zip Telephone State License # Workers' Compensation Declaration: I hereby affirm under penalty of perjury one of the following declarations: C] I have and will maintain a certificate of consent to self-insure for workers' compensation as provided by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. 0 I have and will maintain workers' compensation, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My worker's compensation insurance carrier and policy number are: Insurance Company Policy No. Expiration Date___________________ (THIS SECTION NEED NOT BE COMPLETED IF THE PERMIT IS FOR ONE HUNDRED DOLLARS ($1001 OR LESS) C] CERTIFICATE OF EXEMPTION: I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the Workers' Compensation Laws of California. WARNING: Failure to secure workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and civil fines up to one hundred thousand dollars ($100,000), in addition to the cost of compensation, damages as provided for in Section 3706 of the Labor code, interest and attorney's fees. SIGNATURE . DATE , b LflLDEIDEó1ARATION -. •1 rI h2by affirm that I am exempt from the Contractor's License Law for the following reason: I, as owner of the property or my employees with wages as their sole compensation, will do the work and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or through his own employees, provided that such improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner-builder will have the burden of proving that he did not build or improve for the purpose of sale). C3 I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and contracts for such projects with contractor(s) licensed pursuant to the Contractor's License Law). .0 I am exempt under Section _ Business and Professions Code for this reason: I personally plan to provide the major labor and materials for construction of the proposed property improvement. 0 YES DNO I (have / have not) signed an application for a building permit for the proposed work. I have contracted with the following person (firm) to provide the proposed construction (include name / address I phone number / contractors license number): I plan to provide portions of the work, but I have hired the following person to coordinate, supervise and provide the major work (include name / address / phone number / contractors license number): I will provide some of the work, but I have contracted (hired) the following persons to provide the work indicated (include name / address / phone number / type of work): -. PROPERTY OWNER SIGNATURE DATE föMPLETE THISECTIONFOR NON-RESIDENTIAL BUIL I G. PERMITS.ONLY Is the applicant or future building occupant required to submit a business plan, acutely hazardous materials registration form or risk management and prevention program under Sections 25505, 25533 or 25534 of the Presley-Tanner Hazardous Substance Account Act? 0 YES 0 NO Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? 0 YES 0 NO Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? 0 YES 0 NO IF ANY OF THE ANSWERS ARE YES, A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED UNLESS THE APPLICANT HAS MET OR IS MEETING THE REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT. [9CONSTRUCTlON LENDING-AGENCY. iJ I hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued (Sec. 3097(i) Civil Code). LENDER'S NAME . LENDER'S ADDRESS__________________________________________________________ TAPPUCAiERTIRCATION__- - I certify that I have read the application and state that the above information is correct and that the information on the plans is accurate. I agree to comply with all City ordinances and State laws relating to building construction. I hereby authorize representatives of the Cit, of Carlsbad to enter upon the above mentioned property for inspection purposes. I ALSO AGREE TO SAVE. INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS, COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT. OSHA: An OSHA permit is required for excavations over 5'0" deep and demolition or construction of structures over 3 stories in height. EXPIRATION: Every permit issued by the building Official under the provisions of this Code shall expire by (imitation and become null and void if the building or work authorized by such permit is not commenced ithin 180 days from the date of uch permit or if the building or work authorized by such permit is suspended or abandoned at any time after the work is comma ce f a period of 180 da s (Sect 6.4.4 Uniform Building Code). APPLICANT'S SIGNATUf> _ % DATE '581"O WHITE: I a OW: Applicant PINK: Finance