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HomeMy WebLinkAbout129 MAPLE AVE; ; CB881197; PermitON of Carlsbad SINGLE FAMILY DWELLING Permit No: CB881197 Job Address: Permit Type: Parcel No: Reference No: PC #: Project Title: 129 MAPLE AV SFD 2042331600 2050 SF DEMO/BUILD SFD Lot #: Status: Applied: Approved: Issued: Inspect Area: FINAL 9/13/1988 10/19/1988 10/19/1988 Applicant: Owner: - SHEPHARD, GEORGE SHEPARD, DONNA 129 MAPLE AV CARLSBAD, CA / 619-434-5816 SAME 00130104993 iStrong Motion Fee $9.00 00136104221 Building Permit $766.00 00136104222 ]PLUMBINGTOTAL $5700 00136104223 *ELECTRICAL TOTAL ($10 $3000 00136104224 MECHANICAL TOTAL - $49.00 00136104885 Enter Plan Check Deposit $0.00 00136104885 1PIan Check $498.00 Fees $1,409.00 Additional Fees $0.00 Total Fees $1,409.00 Balance $000 E 0 I hereby affirm that I am licensed under 0! provisions of Chapter 9 (commencing with - Section 7O) of Division 3 of the Business I and Professions Code, and my license is in L full force and effect. 0 I hereby affirm that I am exempt from the Contrac- tors 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 file-a signed statement that he is licensed pursuant to the provisions at the Contractors License Law (Chapter 9 commencing with Section 7000 of Division 3 of the Business and Professions Code) or that is ex- empt therefrom and the basis for the alleged exemption Any uiolation of Section 7031 .5 by an applicant for a permit sub' ects the applicant to a Civil penalty of not more than five hun- dred dollars ($500). I, as owner of the property, or my employees with wages as their sole compensation. will do the work, and the strac- . lure is not intended or offered for sale (Sec. 7044, Business ..J 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- 151d 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 safe). I I, as owner of the property, am exclusively contracting wiih licensed contractors 10 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 im- proves thereon, and who Contracts for each projects with a contractor(s) license pursuant 10 the Contractor's License Law(. Ii As a homeowner lam improving my home, and the follow-ing conditions exist: t. The Work is being performed prior to sale. 2. I have lived in my home for twelve months prior to completion of this work. 3 I have not claimed this exemption during the last three years. 0 I am exempt under Sec. . B & P.C. for this reason en Z 0 I- 4 cc —I (3 w 0 iicr RAIl PAINT'PFN flNIY & Iti kAfl \. APPLICANT TO FILL IN INFORMATION WITHIN SHADED AREA AND DECLARATIONS. Li thereby affirm that leave a certificate of consent 10 self-insure. or a certificate of Workers' Compensation In. svrance. era certified copy thereof (Sec, 3800. Labor Code) POLICY NO. COMPANY - Li Copy is Fled with the city Li Certified copy is hereby furnished 151 0 CERTIFICATE OF EXEMPTION FROM O WORKERS' COMPENSATION INSURANCE U) This section need not be completed if .the permit slur one hundred dollars 101001 or less) UJ le Li I certify that in the performance of the work for which Ir this permit is issued. I shall not employ any person in any manner spas to become subject to the Workers Compen- sation Laws of California. NOTICE TO APPLICANT: If. alter making this Certificate of Exemption. YOU Should become subject to the Workers Compensation provisions 01 the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. [ Li I hereby affirm that there is a construction lending IX agency for' tire performance of the work for which this per-Lu O mit is issued (Sec. 3097, Civil Code) ZI 1511 .,Lender's Name —II L Lender's Address________________________________ - CARLSBAD BUILDING DEPARTMENT APPLICATION & PERMIT a .2075 Las Palmas Dr., Carlsbad, CA 92009-1915 (619) 438-1161 JOB ADDRESS AV. ST. RD. THOMAS BROS NO. DATE OF P BUSINESrLlCENSE # VALUATION PERMIT NUMBER / L S ,o APPLICATION] ION ZONE LOT BLOCK J SU8161 VISION j CONTRACTOR CONTRACTORS PHONE C OWNER'S NAME a OWNERS PHONE bo I NTRACTOR'S ADDRESS STATE LICENSE NO, BUILDING SO. FOOTAGE OWNER'S MA I NC ADDRESS ____________________________________ SIGNER DESIGNER S PHONE /140 /0 I ~? i& u, 114 3' 7k"_<,r/11 I 2 2584 10/19/88 0001 01 02 DESCRIPTION/DEW RK EldPint 3309.04 SIGNERS ADDRESS STATE LICENSE NO F P F LR ELEV. I yt1tiiiI NO OCCAP EDU STOR CENSUS TRACT PARKiNG SPACE RES UNITS GRADING PERMIT ISSUED RED IM TYPE 0CC LOAD FIRE SPR Y o N YO N YD N Not Valid Unless Machine Certified - QTY. PLUMBING PERMIT - ISSUE 7' OTY. iss ./ . SUMMARY/ACCOUNT NUMBER '73 EACH FIXTURE TRAP - . 7 INSTAIx4URN. DU,CT/UPTO 1OQ0(j)'8l t" BUILDING PERMIT 001'810'0O-00-8220 _7 , EACH BUILDING SEWER ' ' . u' ' OVER 01i SIGN PERMIT 001-810-00-00-8221 EACH WATER HEATER ANDiOR VENT - BOILER/COMPRESS-1 JJP TO 3 1>' PLAN CHECK 001-810-00-00-8891 _•_ EACH GAS SYSTEM 1 104 OUTLETS ' - 80ILER/COMPRiESSOR3,,.!:kHiP0 TOTAL PLUMBING 001'810'00'00'8222 5 '7 EACH GAS SYSTEM 5 OR MORE , METAL FIREPLAr,\" , ELECTRICAL 001'81000008223 EACH INSTAL ., ALTER, REPAIR WATER PIPE - VENT FAN SIJfJQ6E'DUCT . MECHANICAL 001-810-00-00-8224 EACH VACUUM BREAKER i MECH EXHAIJST HOOD/DUCTS MOBILEHOME 001'810-00'00'8225 - WATER SOFTNER RELOCATION OF EA FURNACE/HEATER - . SOLAR 001-810'00'00'8226 - EACH HOOF DRAIN,ONSIDE) .. . , 4 DRI VEN . STRONG MOTION 880-519-92'33 9 . MECHANICAL - FIRE SPRINKLERS 001-810'00'00-8227 TOTAL PLUMBING PUBLIC FACILITIES FEE 320'810'00'00-8740 - - -m ' SETUP MOBILE HOME BRIDGE FEE 360-810-00-00-8740 PARK-IN-LIEU (AREA I QTY. - ELECTRICAL PERMIT- ISSUE NEW CDNST [A AMP'SWl BKR . - 11166, CAR PORT ' - TIF 312-810-00-00'8835 - I PH 3 PH - ,.AWNING LA COSTA TIF 311-810-00'00-8835 EXIST BLDG EA AMP/SWT,BKR - GARAGE - FMF 1 PH ' 3 P - . , LICENSE TAX, ob6 OOf1810'00-00-8162 ..2 9e49 REMODEL 'ALTER PER CIRCUIT '9 - MFF 880-519-92-57 TEMP POLE " 200 AMPS OVER 200 AMPS - TEMP OCCUPANCY (30 DAYS) CREDIT DEPOSIT TOTAL ELECTRICAL TOTAL -TOTAL ,FEES PAYABLE I HAVE CAREFULLY E/AMINED THE COMPLE F ED APPLICATION AND PERMIT AND DO HEREBY Expiration Every permit issued byline Building Official under the provisions of this * AN OSHA PERMIT IS REQUIRED FOR EXCAVATIONS OVER Code shall expire by limilation and become null and void It the building or Work CERTIFY UNDER PENALTY OF PERJURY THAI ALL INFORMATION HEREON INCLILIDING THE authorized bysuch permit is not commenced w,th,n 180 days from the date of SU(h 5'0" DEEP AND DEMOLITOON OR CONSTRUCTION OF DECLARATION ARE TRUE AND CORRECT AND I FURTHER CERTIFY AND AGREE IF A PERMIT IS permit or it the building or work authorized by such permit is suspended o( STRUCTURES OVER 3 STORIES IN HEIGHT ISSUED: ro COMPLY WITH ALL CITY, COUNTY AND STATE LAWS GOVERNING BUILDING CON- abandoned at an time after the work is Commenced for a period of 180 dayp. STRUCT(ON WHETHER SPECIFIED HEREIN OR NOT. I ALSO AGREE TO SAVE INDEMNIFY AND . KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS COSTS AND 5 ICANT S SlGNATURE..., 0 NERD CONTRACTOR [1 AP PRO ED BY . , DATE WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE G EXPENSES BY PHONE 0 RANTING OF THIS PERMIT - ' I ir TYPE BUILDING FOUNDATION REINFORCED STEEL MASONRY GUNITE OR GROUT DATE INSPECTOR __________ FIELD INSPECTION RECORD REQUIRED SPECIAL INSPECTIONS INSPECTOR'S NOTES INSPECTION REQ.IF INSPECTOR'S CHECKED APPROVAL DATE SOILS COMPLIANCE PRIOR TO it ,t cri p,Lfln -7-IrS,,, 7.500 FRAME 4,"L0 '' - - EXTERIOR LATH 79 STRUCTURAL CONCRETE QVER 2000 PSI INSULATION S1td1 tf PRESTRESSED CONCRETE INTERIOR LATH & DRYWALL POST TENSIONED CONCRETE PLUMBING FIELD WELDING El SEWER AND BL/CO El PL/CO HIGH STRENGTH BOLTS UNDERGROUND El WASTE El WATER SPECIAL MASONRY TOP OUT El WASTE El WATER 1't° QZ TUB AND SHOWER PAN GAS TEST ' PILES CAISSONS El WATER HEATER El SOLAR WATER ELECTRICAL El ELECTRIC UNDERGROUND El UFFER ROUGH ELECTRIC El ELECTRIC SERVICE El TEMPORARY El BONDING [1 POOL MECHANICAL - El DUCT & PLEM., El REF. PIPING HEAT — AIR COND. SYSTEMS VENTILATING SYSTEMS CALL FOR FINAL INSPECTION , WHEN ALL APPROPRIATE' ITEMS ABOVE HAVE BEEN APPROVED FINAL PLUMBING ELECTRICAL A ' MECHANICAL GAS BUILDING SPECIAL CONDITIONS Tt?.. • /' J5, SKI TC\r?i\5 ACCT 0-4 5 : L.bY affirm that lam licensedunder [' ° provisions of Chapter 9 (commencing with I 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- tor'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 the ap- - plicant for such permit to tile a signed statement that he is licensed pursuant to the provisions of the Contractor License Law (Chapter 9 commencing with Section 7000 of Division 3 of the Business and Professions Code) or that is ex- empt therefrom and the basis for the alleged exemption Any violation of Section 7031.5 by an applicant to, a permit sub- jects the applicant to a civil penalty of not more than live hun- dred dollars ($500). 'I, as owner of the property, or my employees with wages as their sole compensation, will do the Work, and the struc- ture is not intended or uttered for sale (Sec 7044. Business j and Professions Code' The Contractor's License Law does net apply In 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. It, however, the building or improve- Z ment is sold within one year of completion, the owner-builder will have the burden of proving that he did not build or im- o prove for the purpose of sale). I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044. Business and Professions Cede: The Contractor's License Law does not apply to an owner of property who builds or im- proves thereon, and who contracts for each projects with a U) Z confractor(s( license pursuant to the Contractor's License 0 Law(. 1-1 As a homeowner tam improving my home, and the follow- 49 - ing Conditions exist' t. The work is being performed prior to sale. 2. I have lived in my home for twelve months prior to completion Of this work. sal 3 I have not claimed this exemption during the o last three years 0 lam exempt under Sec. - B & PC. for this reason El I hereby affirm that I have a certificate at Consent to self insure, ore certificate of Workers Compensation In- surance. or Certified COPY thereof (Sec. 3800. Labor Code) - POLICY NO COMPANY Copy is filed with the City El Certified copy is hereby tarnished UI A. CERTIFICATE OF EXEMPTION FROM U WORKERS' COMPENSATION INSURANCE U) This section need not be completed if the permit ix is for one hundred dollars $100) or less) LU El 1 certify that in the performance of the work for which cc this permit is issued. I shall not employ any person in any 0 manner so as to become subject to the Workers' Compee- nation Laws of California. NOTICE TO APPLICANT. It, after making this Certificate of Exemption, you Should become subject to the Workers' Compensation provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. iicr RAIl PAINT PN ANIY £ PRFqq WARA 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, DATE OF APPLICAT j BUSINESS LICENSE # VAL N PERMIT NUMBER fr & ZON CONTRACTORS PHONE C _c iM (4 I ( LOT B6LOCK SUBDIVISION ASSESSOR PARCEL NO. , CONTRACTOR T OWN A'S PHONE ___ OWNER'S NAM 4P J '' J CONTR TOP'S ADDRESS STATE LICENSE NO, BUILDING SO. FOOTAGE OWNER'S MAILING AD RES DESIGNER DESIGNER'S PHONE 2585 /19/88 0001 01 02 DESCRIPTION OF WORK BldPmt 30.01 SIGNER'S ADDRESS STATE LICENSE NO. O 1410 10(2 6! F/P FLRELEV,l I NO OCCGP EDU I STORIES YO ' - I I CENSUS TRACT PARKING SPACE RES UNITS GRADING PERMIT ISSUED I REDEVELOPMENT TYPE 0CC LOAD PR I AREA I CONST 0' N 0 El NO v D N Not Valid Unless Machine Certified - I C' NUMBER OTY. PLUMBING PERMIT ISSUE QTY. MECHANICAL PERMIT- ISSUE EACH FIXTURE TRAP . - INSTALL FURN DUCTS UP TO 100,000 BTU ' BUILT PERMIT c!ç/tYa1O-00-0O.8220 EACH BUILDING SEWER . OVER 100,000 BTU ' SIGN'PERMlT cC001-810-00-00-8221 EACH WATER HEATER AND/OR VENT . BOILER/COMPRESSOR UP TO 3 HP . PLAN,E ,,4\r(' 001-810-00-00-8891 - EACH GAS SYSTEM 1 TO 4 OUTLETS .. - BOILER/COMPRESSOR 315 HP ' 001-810-00-00-8222 EACH GAS SYSTEM 5 OR MORE - METAL FIREPLACE - .-[L'ECTRICAL 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 . FIRE SPRINKLERS 001-810-00-00-8227 TOT AL PLUMBING I PUBLIC FACILITIES FEE 320-810-00-00-8740 - 5 BRIDGE FEE 360-810-00-00-8740 QTY. ELECTRICAL PERMIT- ISSUE , QTY. MOBILE HOME SETUP PARK-IN-LIEU (AREA NEW CONST EA AMP'SWI BKR CAR PORT - - TIF 312-810-00-00-8835 1 PH . 3 PH . AWNING . LA COSTA TIE 311-810-00-00-8835 EXIST BLDG EA AMP/SWT,'BKR - GARAGE - FMF 1 PH 3 PH - - LICENSE TAX 001-810-00-00-8162 REMODEL 'ALTFR PER CIRCUIT - - MFF 880-519-92-57 TEMPPOLE 200 AMPS OVER 200 AMPS TEMP OCCUPANCY (30 DAYS) - _____ . . CREDIT DEPOSIT TOTAL ELECTRICAL ' - I TOTAL - TOTAL FEES PAYABLE I ________________________ c.. .$ I HAVE CAREFULLY EXAMINED THE COMPLETED "APPLICATION AND PERMIT" AND DO HEREBY I Expiration. Every permit issued by the Building Official under the provisions of this * 'AN OSHA P€RMT 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 if the building or wozb.— authorized by such permit is not commenced within 180 days from the d.ef"'6h 5'0" DEEP AND DEMOLITION OR CONSTRUCTION OF DECLARATIONS ARE TRUE AND CORRECT AND I FURTHER CERTIFY AND AGREE IF A PERMIT IS I permit, or if the building or work authorized by such permit ig,edpended or STRUCTURES OVER 3 STORIES IN HEIGHT ISSUED: TO COMPLY WITH ALL CITY, COUNTY AND STATE LAWS GOVERNING BUILDING CON- abandoned at any time after the work is commenced for a pen"ot 180 days. STRUCTION, WHETHER SPECIFIED HEREIN OR NOT, I ALSO AGREE TO SAVE INDEMNIFY AND APPIL ANT'S SIGNATURE KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS, COSTS AND CONTRACTOR 0 APPROVED BY DATE EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE A=5 J V0 BY PHONE U GRANTING OF THIS PERMIT. - '.4 El I hereby affirm that there is a construction lending III agency for the performance of the work for which this per-uJ 01 mit is issued (Sec 3097, Civil Code) ZI WI- Lender's Name —II L Lender's Address________________________________ TYPE DATE INSPECTOR BUILDING FOUNDATION REINFORCED STEEL MASONRY GUNITE OR GROUT SUB FRAME El FLOOR El CEILING SHEATHING El ROOF El SHEAR FRAME EXTERIOR LATH 3-7_S INSULATION INTERIOR LATH & DRYWALL T PLUMBING El SEWER AND BL/CO El PL/CO UNDERGROUND El WASTE El WATER TOP OUT El WASTE El WATER TUB AND SHOWER PAN GAS TEST El WATER HEATER El SOLAR WATER ELECTRICAL El ELECTRIC UNDERGROUND El UFFER ROUGH ELECTRIC El ELECTRIC SERVICE El TEMPORARY El BONDING El POOL MECHANICAL El DUCT & PLEM., El REF. PIPING HEAT - AIRCOND.SYSTEMS VENTILATING SYSTEMS . * CALL FOR FINAL INSPECTION WHEN ALL APPROPRIATE ITEMS ABOVE HAVE BEEN APPROVED FINAL PLUMBING ELECTRICAL MECHANICAL At GAS r IQ BUILDING SPECIAL CONDITIONS (&~iL4I •,\\\' J FIELD INSPECTION RECORD REQUIRED SPECIAL - INSPECTIONS INSPECTORS NOTES INSPECTION REQ, IF CHECKED INSPECTORS APPROVAL DATE SOILS COMPLIANCE PRIOR TO FOUNDATION INSP 2000 PSI STRUCTURAL CONCRETE PRESTRESSED CONCRETE POST TENSIONED CONCRETE FIELD WELDING HIGH STRENGTH BOLTS SPECIAL MASONRY PILES CAISSONS I WESTERN SOIL AND FOUNDATION ENGINEERING, INC. PHONE 746-3553 423 HALE AVENUE AREA CODE 619 ESCONDIDO. CALIFORNIA 92025 FOUNDATION EXCAVATION INSPECTION REPORT Date: 11/1-7 ./ Project Name: //4RL Job No. Client: . Location: IZ9_4' _Ci9 4-i _CTA Building Permit No._____ Plan File No . ) / Signature.:- C2C7 1439-5692 FINAL BUILDING INSPECTION PLAN CHECK NUMBER: 88-1197 PROJECT NAME: DONNA SHEPHARD ADDRESS: 129 MAPLE AVENUE PROJECT NO.: _________________ UNIT NUMBER: _________________ PHASE NO.: TYPE OF UNIT: DEMO S REBUILD SF0 NUMBER OF UNITS: CONTACT CONTACT BUILDING, UTILITIES, WATER AND ENGINEERING INSPECTED DATE BY: INSPECTED: APPROVED ______ DISAPPROVED INSPECTED DATE BY: ______ INSPECTED: ____________ APPROVED ______ DISAPPROVED INSPECTED DATE BY: ________________________ INSPECTED: ____________ APPROVED ______ DISAPPROVED S COMMENTS: á7 - — / Rev. 1/86 WHITE: Suspense BLUE: Water District GREEN: EngInhrin RY:UtlIi PINK- Planning GOLD: Fire DATE: April 28, 1989 FINAL BUILDING INSPECTION PLAN CHECK NUMBER: 88-1197 DATE: April 28, 1989 PROJECT NAME: DONNA SHEPHARD ADDRESS: 129 MAPLE AVENUE PROJECT NO.: _________________ UNIT NUMBER: _________________ PHASE NO.: TYPEOFUNIT: DEMO & REBUILD SFD NUMBER OF UNITS: CONTACT PERSON: SHEPHARD CONTACT TELEPHONE: 4395692 BUILDING, UTILITIES, WATER AND ENGINEERING INSPECTED DATE MAY _021989 BY: )ILA-.---' INSPECTED: ___________ APPROVED ______ DISAPPROVED INSPECTED DATE BY: ________________________ INSPECTED: ____________ APPROVED DISAPPROVED INSPECTED DATE BY: ______ INSPECTED: ____________ APPROVED ______ DISAPPROVED Costa Real Municipal Water District COMMENTS: Engineering Department (619) 438-3367 Rev. 1186 WHITE: Suspense =Wte,tGEEN: Engineering CANARY: Utilities PINK: Planning GOLD: Fire FINAL BUILDING INSPECTION PLAN CHECK NUMBER: 88-1197 DATE: April 28, 1989 PROJECT NAME: DONNA SHEPHARD ADDRESS: 129 MAPLE AVENUE PROJECT NO.: __________________ UNIT NUMBER: -PHASE NO.: DEMO & REBUILD SFD TYPE OF UNIT: _____________________________ NUMBER OF UNITS: 1 CONTACT PERSON: SHEPHARD CONTACT TELEPHONE: 439-5692 BUILDING, UTILITIES, WATER AND ENGINEERING INSPECTED- / DATE BY: W' INSPECTED: ___________ 5/2-_75A~APPROVED J APPROVED INSPECTED DATE BY: ________________________ INSPECTED: ____________ APPROVED ______ DISAPPROVED INSPECTED DATE BY: ________________________ INSPECTED: ____________ APPROVED ______ DISAPPROVED COMMENTS: Rev. 1/86 WHITE: Suspense BLUE: Water Distr nglneerIng cNAR: Utilities PINK: Planning GOLD: Fire 1 / IF At 0 CER IFICATE - F CONFORMANCE rLruI I UNDERSIGNED MANUFACTURER NERE5Y CERTIFIES that the products identified below and on attached sheets Nos are marked with the Collective Mark of the AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (AITC) and were manufactured in conformance with applicable provisions of American National Standard ANSI/AITC A190.1-1983, Structural Glued Laminated Timber, and that such manufacture has been at our plant flrpnn - , which plant has a quality control system approved by the Inspection bureau of the AMERICAN INSTITUTE OF TIMBER CONSTRUCTION and inspected periodically by sUch Bureau, The manufacture of these members complies with the manufacturing and fabricating provisions of Chapter 25 of the Uriifor IldiplCode. JOB NAME: 44" .4'1_ —_.••--, - JOB LOCAT ION . Carlsbad, A . .---•-.-----*-____ CUSTOMER'S ORDER NO. 8385 DATE 11/1L8LMFGRS ORDER NO icin - - Membershave also been ,.manufactured to the more rep r.lctjy.e.__ - provisions of P.'s. 56-73. SGNATUflE 'i_. COMPANY _.R id1a Lnritnata____ TITLE _Q5Uty_ ADDRESS. DATE •11/2j.,LRa,_. .• •-. -... --: - A/TC 1-IEREB V C5RTIF/ES that the said company at its said plant is licensed by the! AMERICAN INSTITUTE OF TIMBER CONSTRUCTION to use the AITC Collective 'Mark in respect of produóts which comply with applicable provisions of said Standard, that the adequacy of the quality control system in effect at said plant is periodically inspected and verified by the Inspection Bureau of the AMERICAN INSTITUTE.OF TIMBER CONSTRUCTION, and that, in the judgment of AITC, said company is capable of cmplyirig with applicable manufacturing and testing provisions of said . . Standard in respect of products manufactured at said plant. Conformance with the Standard in respect - • of any specific or particular Øroduct is the sole responsibility of the manufacturer; AIIC's guarantee hereunder being that the said company is qualified to produce a product meeting the said Standard and that its plant is periodically inspected and verified by the AITC inspection Bureau • AITC Certificate No.49831 A - AMERICAN INSTITUTE OF TIMBER CONSTRUCTION £ C 183 AMERICAN INSTITUTE OF TIMEP CONSTRUCTION AITC FORM IRCA - - a_-_.__>._. -.--.--•-.-•- •- - -• -• •- -. - - I... - ---•• -- - ----------------------------------------------------------------------------------------------------------------------------------- FEE-18--89 SAT 8_:_DI><_ILINE. WHSL P ø 8385 ;rd I*ker1alas ORDR CONFIRMATION -services, 1. q liac. J LTS JOB# - QUOTATION I $01W,o3Ot.C*I4PI1.flh/'I?4'I) AE / - OF ________ LOCATION I, FIR/OTHER AITC 0N0 CANTILEVERS OR NO SHOP DRAWINGS A STRESS 0 TITLE - - CANTILEVERS AND/OR b SHOP DRAWINGS 13 ,I. COMB DOTHEA -_ MULTI SPANS BY LTS - INDUSTRIAL LOAD WRAP END SEAL ONLY o RESAWN 1 I X ARCHITEC er) -COAT SEALER TURAL 0 INDIVIDUAL WRAP 7.% MOISTURE 0 TREATED WI I OTHER D OTHER CONTENT_____ ___________________ I QTY WIDTH DEPTH LENTIt UNPEfi TYPE 5ET, INDS .. TflIJ '3 4 '- 5 9 - 12 - -- 13 -________ 14 -- . 17 18 .21 22 PLEASE READ THIS CAREFULLYI IF IN ERROR PLEASE ADVISE AT ONCE. . Objection-to either the desciptions and prices listea above or the terms hereof must be made orally within 5day and by written objections within lo days of the John call date of thiS Order Confirmation. Failure to so object will deem this Order . Branch Yard Coordinator 4 Confirmation accepted by Buyer as written. . ., PLEAS SIGN AND RETURN ONE COPY D SHIP TO SOLD Dixielme Lumber ' 52030 (612) 47446711474-e;gs ToIl Free $5Q062I0852X962.' ' 4/a7rOia/ (-iv DELIVERY DAIE /A"6 A1N 72 uA o RW ALEXANDERSON/DESIGN V 3138 ROOSEVELT ST., SUITE '0' CARLSBAD. CALIFORNIA 92008 61914344707 YIIOH - 601 0155-1 c_ L)3 2-I L-LO THL -P- IV'FN i'A' 10 4? V-1 ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA 92123 (619) 560-1468 DATE: XT- \I - 99 JURISDICTION: C1 PLAN CHECK NO: ii SET: PROJECT ADDRESS: PROJECT NAME: 3RR APPLICANT ION TN1ECKER FILE COPY UPS DESIGNER The plans transmitted herewith have been corrected where J necessary and substantially comply with the jurisdiction's building codes. The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficien- cies identified are resolved and checked by building department staff. 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. The applicant's copy of the check list is enclosed for the jurisdiction to return to the applicant contact person. 0 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. fl Esgil staff did advise applicant that the plan check has been completed. Person contacted: Date contacted: Telephone # REMARKS: By: Enclosures: ESGIL CORPORATION - ESGIL CORPORATION 9320 CHESAPEAKE DR.. SUITE 208 SAN DIEGO, CA 92123 (619) 5601468 DATE: PT JURISDICTION: CITY OF CARLSBAD PLAN CHECK NO: C- 8?-.\Ci SET: ( I PROJECT ADDRESS: \1 I'1aI -T. PROJECT NAME: DAPPLICANT ION ?P_LA~NCHECKER r-1 FILE COPY ED UPS M 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 : 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 0 identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. 7 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: i s.D, • qs& Esgil staff did not advise the applicant contact person that plan check has been completed. Esgil staff did been advise applicant that the Person contacted: plan check has completed. a/d- Date contacted: Telephone #.jJ7_1b3, REMARKS: BY: ENCL: jô ESGIL CORPORATION PLO NO: 1z'— FS- /H7—I JURlSDI: CITY OF CA.SMD TO: "2 & [C 4 P1 Z)'es 4 fri T7- ter L,1. WADDRESS:i g /'f 4/e 57-, FLOOR AM: ,)p PLAN QacIIOR SEM CITY OF CARLSBAD SIN.E FAMILY AND OOPLRE WRLLDS Date plans received by jurisdiction: 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 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: 1985 UBC (eff. 7/31/87) 1985 UPC (eff. 3/30/87) 1987 NEC (eff. 10/28/87) 1985 UMC (eff. 8/28/87) The above regulations apply to residential construction, regardless of the code editions adopted by ordinance. The circled items listed 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), 1985 Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law. To smeed un the recheck orocess. 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 uo list when you submit the revised plans. Date plans received by Esgil Corporation: Date initial plan check completed: By:_______________ Applicant contact person: Telephone: '?&7— /oj,, N: PAGE NUMBERS ARE NOT IN SJCZ AS PAGES HAVING NO ITEMS NEEDING (kaocgIORS WERE DELETED. List No. 63, Carlsbad Single Family Dwelling and Duplex With All Supplements. (1985 UBC) Please make all corrections on the original '-.--' tracings and submit two new sets of prints, and any original plan sets that may have been returned to you by the jurisdiction, to: Esgil Corporation, 9320 Chesapeake Drive, Suite #208, San Diego, California 92123, (619) 560-1468. Please make all corrections on the original tracings and submit two new sets of prints, and any original plan sets that may have been returned to you by the jurisdiction, to: The jurisdiction's building department. Indicate on the Title Sheet of the plans, the name of the legal owner and name of person responsible for the preparation of the plans. Section 302(a)7. 4. All sheets of plans must be signed by the person responsible for their preparation. (California Business and Professions Code). / Plans, specifications and calculations shall be signed by the California state licensed engineer or architect responsible for their preparation, for plans deviating from conventional wood frame construction. Specify expiration date of license. (California Business and Professions Code). 6. Specify on the Title Sheet of the plans the gross floor area of each element of this project including dwelling, garage, carport, patios deck and balcony. Section 302(c). Provide a statement on the Title Sheet of the plans that this project shall comply with Title 21+ and 1985 UBC, UMC and UPC and 1987 NEC. Submit fully dimensioned plot plan drawn to scale showing location, size, and use of all existing and proposed structures on the lot. Identify property lines and show lot dimensions and all easements. Show location of all cut or fill slopes. Show finish floor elevations and show elevations of adjacent finish grade. Show drainage patterns with minimum slopes. Section 302(c). Indicate distance from property lines to proposed building. Section 302(c). 19g. Show on the title sheet all structures, pools, / walls, etc. included under this application. Any portion of the project shown on the site plan that is not included with the building permit application filed should be clearly identified as "not included." 1/. Clearly show if the lower level is a basement / or a story, based on the definitions in Sections 403 and 420. Plot the finish grade (as defined) on the elevations and dimension the distance to the floor above, for story determination. 1)1. 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)). LI. Projections, including eaves, may not extend / more than 12 inches into the 3 foot setback from the property line. Eaves over required windows shall be not less than 30 inches from the side and rear property lines. Section 1710 and Section 501+ (a) and (b). Plastic skylights shall not be installed / within 8' of an exterior wall located where openings in such exterior wall are prohibited or required to be protected. Section 5207 (a) 7. 151 Projections, including eaves, shall be one hour fire-resistive construction, heavy timber or of noncombustible material if they project into the 3' setback area from the property line. Section 1710. iA. Show location of permanently wired smoke / detector, centrally located in corridor or area giving access to sleeping rooms or above stair if sleeping rooms are on upper level. Section 1210. A smoke detector shall be installed in the basement of dwelling units having a stairway which opens from the basement into the dwelling. Such detector shall be connected to a sounding device or other detector to provide an alarm which will be audible in the sleeping area. Section 1210. When the valuation of a room addition exceeds $1,000, or when sleeping rooms are created, smoke detectors shall be provided at existing bedrooms per item 16 above. 12/16/87 2 ROOM SIZFS. LIGHT. VENTILATION AND GLAZING Habitable rooms, other than kitchens, shall / contain at least 70 square feet of floor area. At least one room shall have not less than 120 square feet of floor area. Section 1207 (b). Window area must be at least 1/10 of the floor J area and a minimum of 10 square feet per I Section 1205 (a). Appears to be deficient in 2!. Openable window area in habitable rooms must be / 1/20 of the floor area and a minimum of S 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)). 24. At least 1/2 of the common wall must be open / and have an opening not less than 25 sq. ft. nor one tenth of the floor area of the interior room if light and ventilation is being supplied from an adjacent room. Section 1205 (a). Zj. Required windows shall not open into a roofed / porch unless the ceiling height is at least 7 feet, the longer side is at least 65% open, and the porch abuts a street, yard or court. Section 1205 (a). 2I. 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). j5. No habitable room, other than a kitchen, shall I be less than 7'O" in any dimension. Section 1207 (c). 21. Show that ceiling height for habitable rooms is / a minimum of 716". Section 1207 (a). Show ceiling height for laundry rooms, ( hallways, corridors, and bathrooms is a minimum of 7'0". Section 1207 (a). Dimension on the plans the 30" clear width for / water closet compartments and 24" clearance in front of water closet. Section 511 (a). ;4. Specify safety glazing for glazing in hazardous / locations such as glass doors, glazing adjacent to such doors and glazing adjacent to walking surfaces. Section 5406. Glazing, in the same wall plane as a door, must be safety glazing if within 12" of the door and less than 60" above the walking surface, unless the glazing is leaded or faceted glass. Section 5406 (d) 6. 3/ Glazing in shower and tub enclosures shall be / tempered, laminated or approved plastic (including windows within 5 feet of tub or shower floor). Section 5406 (d) 5. 3/. 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. 3J. A mezzanine is an intermediate floor and may f not have a floor area exceeding 33 1/3 percent of the total floor area in the room below. The mezzanine floor must have a clear height of 7 feet, above and below, and must have the long side open to the room below except for posts and protective walls or railings not exceeding 42" in height. Section 1716. The loft you show does not comply as a mezzanine floor and is, by Uniform Building Code definition, a story. Section 1716. i ITS . STAIRWAYS. AND RAILINGS Floors above the second story shall have not ( less than 2 exits. Occupied roofs may have one exit if such occupied areas are less than 500 square feet and located no higher than immediately above the second story. Section 3303 (a). 3t. Required exit doorways shall be not less than / 36" in width and not less than 61 8" in height, and shall be capable of opening at least 90 degrees. Section 3304 (e). Provide 36" high protective railing for porches, balconies, and open sides of stair landings. Openings between railing shall be. less than 6". Section 1711. For &$Tt.tv.) how now guardrail connection details are adequate to support 20 pounds per lineal foot at a right angle to the top rail. Table 23-B. 12/16/87 3 3I Provide stairway and landing details. Section / 3306 (b) & (c). Maximum rise is 7" and minimum run is ii". When the stairs serves less than 10 occupants, or serves an unoccupied roof, rise may be 8" maximum and run 9" minimum. Minimum headroom is 6'611 . C. Minimum width is 36". ' D O All handrails per Section 3306 (j), shall . satisfy the following: . Provide handrail for stairways with 4 or more risers. '. Handrail shall be 30" to 34" above the / nosing of treads. The handgrip portion of handrail shall be not less than 1 1/4" nor more than 2" in cross-sectional dimension. ft Every stairway landing shall have a dimension, I measured in the direction of travel, at least equal to the stairway width. Such dimension - need not exceed 36 inches. Section 3306 (g), 3304 (i). 42. A door may open inward at the top step of a I stairway provided the top step is not more than 7 1/2" lower than the floor level. Section 3304 (h). 41. Provide details of winding stairway complying I 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 36 inches. Provide spiral stairway details, per Section '.-' 3306 (f): Minimum run is 7 1/2 inches measured at a point 12 inches from where the treads are the narrowest. Maximum rise is 9 1/2 inches. C. Minimum headroom is 6 feet 6 inches d. The tread must provide a clear walking area measuring at least 26 inches from the outer edge of the supporting column to the inner edge of the handrail. 4~. Spiral stairways may not be used for required / exits when the area served is greater than 400 sq. ft. Section 3306 (f). 46. Provide I.C.B.0. Research Report and number for metal stairway, or submit plans and calculations and approved fabricator registered with the building department or note that the stairway fabrication plans shall be submitted to and approved by the building official prior to installation. L9. 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). 4. Openings in exterior walls below or within 10 feet, measured horizontally, of an exterior stair shall be protected by self-closing fire assemblies having a three-fourths-hour fire protection rating when the stair serves a floor level having openings in two or more floors below it. An exit balcony with two separated stairways is exempt. Section 3306 (1). Exterior stairways shall not project into the 3 foot setback from the property lines. Section 3306 (n). 50. 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). Within units, show that corridors have a minimum width of 36 inches. Section 3305 (b). ROOFING Specify roof slope. Roof slope is not adequate for roof type specified. Table 32-B; Section 3203 (ii). Specify roof material and application. Chapter 32. ., #',v. Specify I.C.B.O. or U.L. approval number for roof materials not covered in U.B.C., e.7 tile, etc. Section 107. 12/16/87 4 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. j7. The minimum slope for a fire retardant built- up roof, with cap sheet surfacing, is 1/2 inch in 12 inches. Section 3203 (e) 3. 7. 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. 6Cr. Provide skylight details to show compliance / with Sections 3401 and 5207 or provide I.C.B.O. approval number. Plastic skylights must be separated from each I other by at least 4 feet. Section 5207 (a) 6. 62. 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). On I'a's MASONRY A. Provide fireplace construction details or note / construction to be per attached fireplace standard drawing. Chapter 37. 6. Show anchored veneer support and connections / attached to wood in Seismic Zones 3 and 4, comply with Section 3006 (d)1 and Section 2515 (a). Show ties and #9 wire in horizontal joints. 6/ Show height and construction details of all / masonry walls. Chapter 24. 66. Note that cleanout openings shall be provided at the bottom of all cells to be grout filled in accordance with Table 24-G. Cleanouts shall be sealed before grouting, after inspection. 1)ocJc. I,1.E43 . Show floor and roof connections to masonry / walls. Connection shall resist 200 pounds per lineal foot or the actual design load, whichever is greater. Cross grain tension or bending in wood ledgers is not permitted. Section 2310 & 2312 (j)3A. 61. Provide details for damp proofing the I foundation walls, below finish grade, where usable space exists on the interior side of the walls. Section 1707 (d). JI Show a minimum 2" air space and flashing / between planter and building walls. Section 2516 (c) 7. GARAGE AND CARS 7'. Garage requires one-hour fire protection on / the garage side of walls and ceiling common to the dwelling. Table 5-B, Section 503 (d). 7.4. All elements supporting floor above garage, / including walls supporting floor joists, must have one-hour fire-resistive protection on the garage side. Section 503 (b) 7/. Show 1 3/8" solid core self-closing door for / openings between garage and dwelling. Section 503 (d). t. Garages are not permitted to open into a room used for sleeping purposes. Section 1104. An occupancy separation is not required / between carport and residence, provided the carport is open on two or more sides and has no enclosed uses above. Section 503 (a) Exception 3. $. Show garage framing sections, size of header / over garage opening, lateral cross bracing at plate line, method bracing garage front and holddowns if required. Chapter 23. NOTE: Maximum shear panel ratio is 3 1/2 to 1 for height-to-width . Table 25-I. 7 Doors may open into the garage only if the / floor or landing in the garage is not more than one inch lower than the door threshold. Section 3304 (ii). Provide an 18" raised platform for any FAU, / water heater, or other device in the garage which may generate a flame or spark. UMC Section 508, UPC Section 1310 (a). 78. Per soils remort, note on the elan the soils classification, whether or not the soil is expansive and note the allowable bearing value. Secii 2905 (c). SP L comply with te soils report recoimnendations for this project. Please review the report and modify design, notes and details as required jo show compliance: Pec, ' cte.f c.-.TC Sc', (fl.- _UCT 3 12/16/87 5 Provide notes on the foundation plan listing / the soils report recommendation for foundations, slab and building pad preparation. Provide a letter from the soils engineer ,J confirming that the foundation plan, grading plan and specifications have been reviewed and that it has been determined that the recommendations in the soils report are properly incorporated into the construction documents (when required by the soil report). _L 4 e-t ') 82.) The soils repott retonsiendations excavations be reviewed by soils engineer. Note on the foundation plan that "Prior to the contractor requesting a Building Department foundation inspection, the soils engineer shall advise the building official in writing that: The building pad was prepared in / accordance with the soils report, 7' The utility trenches have been properly / backfilled and compacted, and The foundation excavations, formings and - reinforcements comply with the soils report and approved plan." ] (Te r e.ie4'Sc As -to') Show height of all foundation walls. chapter 23. Show height of retained earth on all foundation walls. chapter 23. SJ. If cut or fill slopes exist, show distance of foundation to edge of cut or fill slopes and show steepness and heights of cuts and fills. Chapter 29. t. Note on plans that wood shall be 6" minimum ' above finish grade. Section 2907 (a). 6. on plans that surface water will drain / away from building and show drainage pattern and key elevations. On graded sites, the top of any exterior foundation shall extend above the street gutter at point of discharge or the inlet to a drainage device a minimum of 12" plus 2 percent. Section 2905 (f), 2907 (d) 5. Dimension foundation per U.B.C. Table 29A: Floors Footing Supported* Stemwall Width Depth Thickness 1 6" 12" 12" 6" 2 8" 15" 18" 7" 3 10" 18" 24" 8" *Foundations may support a roof in addition to the floors. Where only a roof is supported, use foundation for one floor. 8'. Show foundation sills to be pressure treated, / or equal. Section 2516 (c) 3. 9. Show foundation bolt size and spacing. / Section 2907 (f). Specify size, I.C.B.0. number and manufacturer I of power driven pins. Show edge and end distances and spacing. Section 302 (c). If required by structural calculations, show size, imbedment and location of hold down anchors on foundation plan. Section 2312 (f), 302 (c). 93. If hold downs are required by calculations, note on plan that hold down anchors must be Tied in place prior to foundation inspection. Section 305 (e) 1. ID Q 4 4 Show adequate footings under all bearing walls / and shear walls. Section 2907 (b). Show on the plans stepped footings for slopes steeper than 1:10. Section 2907 (c). - 96. Show minimum 18" clearance from grade to bottom of floor joists and minimum 12" clearance to bottom of irders. , c 'z , t Section 2516 (c) 2. ci - . show pier size, spacing and depth Into f undisturbed soil. Table 29-A. Show minimum underfloor access of 18" x 24". I Section 2516 (c). 97 Show minimum underfloor ventilation equal to 1 ( sq. ft. for each 150 sq. ft. of underfloor area. Openings shall be as close to corners as practicable and shall provide cross ventilation on at least two approximately opposite sides. Section 2516 (c) 6. 196. Specify that posts embedded in concrete shall I be pressure treated per UBC Std. No. 25-12. Section 2516 (c) 1. FRAKING 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 inline. Sec. 2506 (h), 2517 (a) 6. 12/16/87 6 Show blocking at ends and at supports of floor / joists, rafters and trusses at exterior walls. / Section 2517 (d) 3, 2517 (h) 6. 1Q. Show double joists. Floor joists shall be / doubled under bearing partitions running parallel with the joists. Section 2517 (d) 5. loj. 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. lc. 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. ip. Show rafter purlin braces to be not less than / 45 degrees to the horizontal. Section 2517 (h) 5. Do8 Show 1/2" minimum clearance between top plate of interior partitions and bottom chord of trusses. (To ensure loading will be as designed). c'r. Show double top plate with minimum 48" lap / splice. Section 2517 (g) 2. Show nailing will be in compliance with Table / 25-Q. Show or note fire stops at the following I 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 inline 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. 17'2. Show stud size and spacing. Maximum allowable / stud heights: Bearing wall: 2 x4 and 2 x 6 max. 10'; Non-bearing: 2 x 4 max. lIe', 2 x 6 max. 201 . Table 25-R-3. l. Studs supporting two floors, a roof and I ceiling must be 3 x 4 or 2 x 6 at 16" o.c. Table 25-R-3. 114. Note on A.I.T.C. Certificate of Compliance for glued laminated wood members shall be given to the building inspector prior to installation. Section 306 (f). ii%. Detail all post-to-beam and post-to-footing / connections and reference the detail to the plan. Section 2516 (in). l),.. Detail shear transfer connections, including I roof and floor diaphragms, to shear walls. Section 2513. lé. Specify nail size and spacing for all shear I walls, floor and roof diaphragms. Indicate required blocking. Maintain maximum diaphragm dimension ratios. [Tables 25 I, 3, K and Section 4713 (d)]. l, . Show 3" x 4" or 2" x 6" studs in first story of three story building. Table 25-R-3. 119. Provide truss details and truss calculations for this project. Specify trusA identification numbers on the plans. - t P' 12)). Provide roof framing plan and floor framing / plan. Section 302 (c). 13P1. Provide framing sections through Section 302 (c). 1/2. Specify all header sizes for opening over 4' / wide. Section 2517 (g) S. Provide calculations for main vertical and / horizontal framing members and post footings. Section 302 (b). l7. Provide calculations for lateral loads, shear I panels, shear transfer and related. Section 302 (b). 12 /16/87 7 Show on the plans all structural requirements developed in the structural calculations. Section 302 (c). (See comments below or at end.) Columns and posts located on concrete or masonry floors or decks exposed to the weather or to water splash or in basements and which support permanent structures shall be supported by concrete piers or metal pedestals projecting above floors unless approved wood of natural resistance to decay or treated wood is used. Section 2516 (c) 4. 12/. Individual concrete or masonry piers shall / project at least 8 inches above exposed ground unless the columns or posts which they support are of approved wood of natural resistance to decay or treated wood is used. Section 2516 (c) 4. l2. Show location of attic access with minimum size / 22" x 30". Section 3205. 12. Show draft separation for attic areas between I units in a duplex. Section 2516 (f). Specify plywood grade and panel identification / index. Table 25-N. l3J. When roof pitch is less than 3:12, design ridge / as a beam. Section 2517 (Ii). I..If foundation cripple wall studs are less than 14" high, framing shall be solid blocking. Section 2517 (g) 4. 13A. Cripple wall studs exceeding 4 feet in height shall be 3 inch by 4 inch or 2 inches by 6 inches when supporting 2 stories. Section 2517 (g) 4. Show plywood sheathing over exposed eaves, or / other weather exposed areas, is exterior grade. Section 2516 (i). Show a weep screed at the foundation plate line / on all exterior stud walls to be stuccoed. Section 4706 (e). 1. Detail truss layout for 30" x 30" attic access, / if required for equipment in the attic. l. Ridges, hips, and valleys shall be at least one / size larger than supported rafters. Section 2517 (h) 3. l. In open beam construction, provide strap ties I across the beams at the ridge support. Section 2501 (b). KECHANICAL (UNIY0Il MECBAKICAL CODE) All heating, ventilating, and cooling systems and appliances shall comply with the Uniform Mechanical Code. 1)4. Show the size, location and type of all / heating and cooling appliances or systems. 140. Show source of combustion air to furnace, per Chapter 6, UMC. l.. 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, Sec. 1211. 10 . Show minimum 30" deep unobstructed working / space in front of furnace. Section 505, UMC. Note on plans, "clearances to be per / manufacturer's listing." Section 504, UMC. l Furnace shall not be installed in any bedroom, If 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. l4*'. Show I.C.B.0. approval number for prefab / fireplace. l4. Show access to the attic or underfloor furnace I 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. 1. Show permanent electrical outlet and lighting I fixture controlled by a switch for the attic furnace. Section 708 UMC. 10. Show details to comply with Section 709 for / furnace under the floor, or Section 710 for roof or outside furnace. S Note on plan: Gas vents and non-combustible piping, in walls, passing through three floors or less shall be effectively draft stopped at each floor or ceiling. UBC, Section 1706 (a) 6. 151 Provide dryer vent to outside. UMC, Section 1903. 12/16/87 8 sL11UCAL (NATIONAL XLZ=CAL TOE) All wiring shall comply with the National Electrical Code. 8152. Show on the plan the amperage _of the electrical service, the location of the service panel and the location ot any sub-panels. VV. 1 3. Show location of all electrical receptacles. Electrical receptacle locations and/or spacing is not adequate in__________________________ Show at least one convenience outlet other than I- outlets for laundry, etc., outdoors, in garages and basements. NEC, Art. 210-52. 156. Note convenience outlets in bathrooms, kitchen counter top(s) within 6 feet of the kitchen sink, outdoors, and in garages and basements (other than for laundry and similar equipment) shall be GFI protected. NEC, Art. 210-8. 157 Note electrical system ground to be provided per NEC, Art. 250-81. PIIJ4BING (UNIFORM PID1BING cXJOE) 1. Show water heater size, type and location on / plans. UPC, Section 1301. 159. Show source for providing combustion air to fuel burning water heater. If wall openings 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. Fuel combustion water heater shall not be / installed in bath or bedroom or in a closet opening into bath or bedroom. UPC, Section 1309. Provide adequate barrier to protect water / heater from vehicle damage. UPC, Section 1310. Show T and P valve on water heater and show route of discharge line to exterior. UPC, Section 1007 (e). Note on the plan that hose bibbs and lawn sprinkler system shall have approved backf low prevention devices. UPC, Section 1003(h) & (i). 3,4. Show shower stall can accommodate a 30" circle / and has a minimum floor area of 1,024 sq. in. UPC 909 (d). NOISE DISULAnON (1XJPL) Show details of duplex common (party) walls / and floor/ceiling assemblies to achieve a Sound Transmission Class (STC) rating in walls of 50 decibels and an Impact Insulation Class (IIC) rating on floor/ceiling of 50 decibels. 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. 1. Provide insulation in walls and ceiling to / achieve STC of 50 between garage and living area if garage use is not controlled by resident. Title 25. 16j Permit applications received after June 30, 1988, are regulated by the new Residential Energy Standards. Provide plans, calculations and worksheets to show compliance. 194. The new regulations require a properly completed and properly signed Form CF-1R to be either imprinted on the plans, taped to the plans or "sticky backed" on the plans, to allow the building inspector to readily compare the actual construction with the requirements of the approved energy design. Section 1403(a)l, Title 24, states that Form CF-1R shall be signed by the person responsible for its preparation. The signer shall be a civil engineer, mechanical engineer, electrical engineer, architect, general building contractor, mechanical contractor or electrical contractor licensed or registered to practice by the State of California or other individual eligible under Division 3 of the Business and Professions Code to sign such documents. Document signers are subject to the limitations in Division 3 of the Business and Professions Code. Please provide the signature. 7/29/88 9 171 All energy items shown on the plans must be in agreement with the information shown on the properly completed Form CF-1R. 47 . T,T[e, .4.P'.Dt 17,1. Specify on the bufldin ians all of the / mandatory energy conservation requirements as listed on the enclosure titled, "Mandatory Energy Conservation Reouirements". 174. Show the make, model and efficiency of the / space heating (or cooling) system and provide heat loss calculations if the output exceeds 45,000 BTU/Hr. For room additions, show that the glazing area ( of the addition does not exceed 16% of the newly-conditioned floor area, plus glazing removed or relocated due to the addition. See additional corrections below or at end. / CARLSBAD S.F.D. & DUPLEX 1PPLT 1/6. Energy conservation design should be for Zone / 7 . See attached energy packages. 1 . Floor drains must have auto-prime (city policy). 178 Nate exhaust fans cannot be ductless type (city policy). 17,1. 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). 180 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). 181 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). / l. Incorporate the waterproofing details, on the / attached Policy 80-8, where interior living space occurs below grade at the masonry wall(s). l4. Show on the Title Sheet on the plans, the / information required by the attached Developmental Services Sheet 112383. 114. 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). UBC Adopting Ordinance 8792 requires Fire Retardant roof on all structures (Sec. 18.04.230). Show compliance with IJBC Section 3203(e). City Ordinance 9792 requires two parking spaces/unit with clear area of 201 x20' i.e. no washing machines, etc. Show compliance. 188 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_________________ AOPJ 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 619/438-1161. Thank you. Enclosures: 1IE 5 Pee, 4j "- '' - O'' 5hr, n74 e ij £,'xJ. (scJ.) c X>IC On . P/*,,s 7Pr,- ) 7/29/88 10 Datei Prepared by 4Di2' CITY OF CARLSBAD VALUATION AND PLAN CHECK FEE Bldg. Dept. gil PLAN CHECK NO. _ç_22_l7 BUILDING ADDRESS -i1 i-.rrrI j - APPLICANT/CONTACT d, So PHONE NO. 'Z7- BUILDING OCCUPANCY '7.23 DESIGNER PHONE_____________ TYPE OF CONSTRUCTION 2.-'I CONTRACTOR PHONE ___=___ BUILDING PORTION BUILDING AREA VALUATION MULTIPLIER VALUE Air ConditioninE Commercial - Residential Res. or Comm. Fire Sprinklers Total Value IL_k 513 Building Permit Fee $ Plan Check Fee $ $ 5I3 CON EICNTSL Plans received by Esgil after July 31, 1987 shall have permit and plan check fees calculated per 1985 UBC. SHEET _OF______ 12/87 Date: Plan Check No. Project Address: 127 MAPLE ST. Project Name: 1ce Field Check Date: By: ENGINEERING CHECKLIST 14 LEGEND Item Complete Item Incomplete - Needs Your Action 1,2,3 Number in circle indicates plancheck number that deficiency was identified LEGAL REQUIREMENTS > Site Plan C) Fe- 1. Provide a fully dimensioned site plan drawn to scale. Show: North arrow, property lines, easements, existing and proposed structures, streets, existing street improvements, right-of-way width and dimensioned setbacks. Show on Site Plan: Finish floor elevations, elevations of finish grade adjacent to building, existing topographical lines, existing El and proposed slopes, driveway and percent (%) grade and drainage patterns. Provide legal description of property. k. Provide assessor's parcel number. PERMITS REQUIRED Grading 5. Grading permit required. (Separate submittal to Engineering Department required for Grading Permit). 6 Grading plans in plan check PE___________ 7. Need the following completed prior to building permit issuance: Grading plans signed. Grading permit issued. Grading completed. Certification letter and compaction reports submitted. Grading inspected and permit signed off by City Inspector. 8. Right-of-Way Permit required for work in public right-of-way (e.g., driveway approach, sidewalk, connection to water main, etc). 9. Industrial Waste Permit application required. To be filled out completely and returned to Development Processing. I 701 FEES REQUIRED Park-in-Lieu fees required. Quadrant: , Fee Per Unit: - , Total Fee: Traffic impact fee required. Fee Per Unit: Total Fee: ,)W). Bridge and Thoroughfare fee required. Fee Per Unit: - , Total Fee: ju Public facilities fee required. E Facilities management fee required. E Additional EDU's required: 4to cQI2 't.4 Sewer connection fee: - Sewer (.ermit no. 0 Sewer lateral required: REMARKS: 0. K. to is s Date: If you have any questions about any of the above items identified on this plan check, please call the Development Processing Department at 438-1161. U 4- C PLANNING CHECKLIST Plan Check No. 8B1(97 Address 12' M,qpe 57 Type of Project and Use 5F0 Zone -3 Use Allowed? YES NO Setback: Front C 2K Side OK Rear OK Facilities Management Zone School District: San Dieguito Encinitas Carlsbad 4K San Marcos 121"LII Discretionary Action Required YES NO Type F1 D Environmental Required YES NO Landscape Plan Required YES NO X. Comments Coastal Permit Require j(....J YES NO U U U Additional Comments OK TO ISSUE DAT f1d STATE OF CALIFORNIA—THE RESOURCES AG GEORGE DEUKMEJIAN, Governor CALIFORNIA COASTAL COMMISSION SAN DIEGO COAST DISTRICT 1333 CAMINO DEL RIO SOUTH, SUITE 125 Date: September 19, 1988 SAN DIEGO, CA 92108-3520 (619) 297-9740 Waiver # 856 WAIVER AUTHORIZATION Applicant: Mr. and Mrs. George Shepard Please be advised that you are hereby authorized to proceed with development of your project,' Waiver # 856 , which was reported to the Commission on September 15, 1988 . Development of your project is subject to compliance with all terms and conditions specified in the Waiver of Coastal Development Permit Requirement already issued to you. A copy of this Authorization must be presented with the Waiver to the local building department. Should you have any questions, please contact our office. PETER DOUGLAS Executive Director by: CHARLES DAMM South Coast District Director . S STATE OF CALIFORNIA—THE RESOURCES AGENCY GEORGE DEUKMEJIAN, Governor CALIFORNIA COASTAL COMMISSION SAN DIEGO COAST DISTRICT 1333 CAMINO DEL RIO SOUTH, SUITE 125 SAN DIEGO, CA 92108-3520 (619) 297-9740 Date: August 16, 1988 TO: Ronald W. Anderson 2322 Littler Lane Oceanside, CA. 92056 SUBJECT: Waiver of Coastal Development Permit Requirement/De Minimis Developments-Section 30624.7 of the Coastal Act Based on your project plans and information provided in your permit application for the development described below, the Executive Director of the Coastal Commission hereby waives the requirement for aCoatal Development Permit pursuant to Section 13238.1, Title 14, California Administrative Code. If, at a later date, this information is found to be incorrect or the plans revised, this decision will become invalid; and, any development occurring must cease until a coastal development permit is obtained or any discrepancy is resolved in writing. WAIVER #____a56 APPLICANT: Mr. and Mrs. George Shepard LOCATION: 129 Maple Street, Carlsbad, San Diego County. APN 204-233-16 PROPOSED DEVELOPMENT: Demolition of a single family residence (one-story) and construction of a new two-story, 2,050 square foot, 25-foot high, three bedroom single family residence on a 5,950 sq. ft. 1st. A detached two-car garage will be retained. Approximately 30% of the site will be landscaped. RATIONALE: The uroDosed demolition and residential construction reDresent infill development in an established residential neighborhood. The site does not contain any sensitive coastal resources and is not subject to any of the special overlay zones of the certified City of Carlsbad Local Coastal Program (LCP). The residence is in conformance with the zone and plan designations applied to the site in the certified LCP, and is also in conformance with the scale and character of the surrounding community. The project is consistent with the Chapter 3 policies of the Coastal Act and no impacts to coastal resources should occur as a result of the project approval. This waiver will not become effective until reported to the Commission at their September 13-16, 1988 , meeting and the site of the proposed development has been appropriately noticed, pursuant to 13054(b) of the Administrative Code. The enclosed Notice Card shall remain posted at the site until the waiver has been validated and no less than seven days prior to the Commission hearing. If four (4) Commissioners object to this waiver of permit requirements, a coastal development permit will be required. AXIAL 24'72,-,7t1 hi Ai'1m Prnhiiim cc: Commissioners/File (8367R) WESTERN SOIL AND FOUNDATION ENGINEERING, INC. PHONE 746-3553 423 HALE AVENUE AREA CODE 619 EScONDIOO. CALIFORNIA 92025 November 10, 1988 Rick Trusty 1720 Cassidy Street Oceanside, California 92054 Project: Job No. 88-7 Shepard Residence 129 Maple Avenue Carlsbad, California Subject: Addendum Number 1 To Our Report Of Preliminary Soil Investigation Mr. Trusty: This letter is to confirm our verbal recommendation concerning foundations placed closer than four feet to the horizontal limits of grading. This recom- mendation is made in reference to paragraph 3 of page 3 of our preliminary soil investigation report dated June 14, 1988 which states "The horizontal limits of these recommendations should include the area within the perimeter of 4 feet beyond the building exterior'?. In areas where this 4 foot margin is unattainable, the soil bearing value shall be reduced by one-half. This would be an allowable dead plus live load bearing value of 900 •p.s.f. (pounds per square foot)-half of the recom- mended soil bearing value of 1800 p.s.f. given in the preliminary report. Continuous footings shall have a minimum width of 15 inches and a minimum depth of 18 inches below the finish subgrade (bottom of slab sand cushion). November 10, 1988 Job No. 88-7 Shepard Residence Page 2 If you should have any questions after reviewing this, please do not hesitate to contact our office. Sincerely, WESTERN SOND FOUNDATION ENGINEERING, INC. DiInis . Zimmerman RCE 26676 RGE 928 Vince Ga .....StafJGeo1ogist DEZ:VG:svh Distribution: _(2) Addressee WESTERN SOIL AND FOUNDATION ENGINEERING, INC. WESTERN SOIL AND FOUNDATION ENGINEERING, INC. PHONE 746-3553 423 HALE AVENUE AREA CODE 619 ESCONDIDO. CALIFORNIA 92025 October 6, 1988 Rick Trusty 1720 Cassidy Street 0cean5id2, California 92054 Project:- Job No. 88-7 Shepard Residence 129 Maple Avenue Carlsbad, California Subject: Plan Review Mr. Trusty: As discussed with Mr. Ron Alexanderson, Project Architect, we have reviewed the Project Plans for the referenced project. The plans included sheet numbers A—i through A-9 of 9 sheets, prepa:ed by Ron Alexanderson, undated. These plans included a Site Plan, Foundation Plan and Project Specifications. The new construction will use a r21sed wood floor. Therefore, site grading will be minimal. A concrete slab—on—grade will not be used. All foundations will be extended through the existing loose soils and founded at least one foot into firm competent approved formational soil material. RCE 26676 I ( October 6, 1988 Job No. 88-7 Shepard Residence Page 2 We found that the recommendations of our "Preliminary Soil Investigation" report dated June 14, 1988 are properly incorporated in the Project Plans and Specifications. Sincerely, WESTERN SOIL AND FOUNDATION ENGINEERING, INC. DEZ:svh Distribution: (1) Addressee (2) Ron Alexanderson WESTERN SOIL AND FOUNDATION ENGINEERING, INC. I I WESTERN SOIL AND FOUNDATION ENGINEERING., INC. I PHONE 746-3553 AREA CODE 619 423 HALE AVENUE EScONDIDO, CALIFORNIA 92025 June 14, 1988 Rick Trusty 1720 Cassidy Street Oceanside, California 92054 Project: Job No. 88-7 Shepard Residence 129 Maple Avenue Carlsbad, California Subject: Report of Preliminary Soil Investigation Mr. Trusty: In accordance with your request, we have completed a preliminary soils I investigation for the proposed project. We are presenting, herewith, our findings and recommendations. The findings of this study indicate that the site is suitable for the proposed development provided the special site preparation and foundation recommendations presented in the attached report are complied with. If you have any questions after reviewing the findings and recommenda- tions contained in the attached report, please do not hesitate to contact this office. This opportunity to be of professional service is sincerely appreciated. Very truly yours, I WESTERN SOIL AND F ,NNEERING INC. Vince Gaby, Staff Geologist I c6676RG8 ennis . Zimmerman I Attachments Distribution: (2) Addressee I (4) Ron Alexanderson I I I I I I PRELIMINARY SOIL INVESTIGATION SHEPARD RESIDENCE 129 MAPLE AVENUE CARLSBAD, CALIFORNIA Prepared For: RICK TRUSTY 1720 CASSIDY STREET OCEANSIDE, CALIFORNIA 92054 JOB NO. 88-7 JUNE 14, 1988 WESTERN SOIL AND FOUNDATION ENGINEERING, INC. TABLE OF CONTENTS. - PAGE Introduction and Project Description 1 Project Scope 1 Findings 2 Site Description Subsurface Conditions Groundwater Existing Fill Imported Fill Surface Drainage Earthwork Cut and Fill Slopes Rippability Foundations Transition Areas Lateral Resistance Retaining Walls Footing Observations Recommendations and Conclusions Site Preparation Field Explorations Laboratory Testing Plan Review Limitations 2 2 2 3 3 3 3 4 4 4 5 5 6 6 6 7 FA ATTACHMENTS Plate Number 1 Plate Number 2 Plate Numbers 3 - 5 Plate Number 6 APPENDIX Site Plan Unified Soil Classification Chart Trench Logs Laboratory Test Results - Grading Specifications and Recommendations WESTERN SOIL AND FOUNDATION ENGINEERING, INC. PRELIMINARY SOIL INVESTIGATION SEEPARD RESIDENCE 129 MAPLE AVENUE CARLSBAD, CALIFORNIA INrRODUCTION AND PROJECT DESCRIPTION This report presents the results of our preliminary soil investigation for the Shepard Residence. The property is located at 129 Maple Street, in the City of Carlsbad, State of California. I The proposed project will involve the removal of an existing one story house and the construction in its place of a two story single family residence. It is our understanding the proposed structure will be wood framed with a raised wood ' floor and continuous footings. The site configuration and exploratory trench locations are shown on Plate I I I I I L i Number 1. PROJECT SCOPE This investigation consisted of a surface reconnaissance, subsurface explora- tion, obtaining representative samples, laboratory testing, analysis of the field and laboratory data, and preparation of this report. Specifically, the intent of this analysis was to: Explore the subsurface conditions to the depths influenced by the proposed construction, Evaluate, by laboratory tests, the pertinent engineering properties of the various strata which will influence the development, including their bearing capacities, expansive characteristics and settlement potential, WESTERN SOIL AND FOUNDATION ENGINEERING, INC. -1- I I I 1 I ri I I I I I RECOMMENDATIONS AND CONCLUSIONS SITE PREPARAT ION I EXISTING FILL: We recommend that any existing fill, topsoil, colluvium and low density soil be removed to firm natural ground from beneath proposed fill pad I areas, asphalt pavements, concrete pavements, slabs, driveways or sidewalks so that structures will be supported on firm material. This soil may be replaced, I if desired, as a properly controlled fill densified to at least 907 relative I compaction. All deleterious materials and oversized debris encountered in this fill should be removed and legally disposed of off-site. I Based on the findings of this study the depth of removal will be on the I order of 4.5 feet. The horizontal limits of these recommendations should include the area within I the perimeter of 4 feet beyond the building exteriors. If the groundwater table is encountered during the removal and recouipaction of the existing fill, topsoil, alluvium and low density soil or difficlity is I encountered in achieving a minimum of 90 percent relative compaction, then this office shall be consulted for further recommendations. As a minimum, the exposed I excavation, after the removal process, shall be stabilized with at least a two foot thick continuous blanket of gravel. The gravel shall be graded from 6 inches to 1½ inches in size and compacted with a vibratory roller in accordance with the I Soil Engineer's recommendations. The horizontal extent of the gravel shall be determined by the Soil Engineer during grading. I IMPORtED FILL: Imported fill, if requiredat this site, should be examined by our office to determine their suitability prior to importing these materials. WESTERN I SOIL AND FOUNDATION ENGINEERING, INC. -3- I FINDINGS Develop soil engineering criteria for site grading, Determine potential construction difficulties and provide recommendations concerning these problems, and Recommend an appropriate foundation system for the type of structures anticipated and develop soil engineering design criteria for the recommended foundation design. SITE DESCRIPTION: The property is located at 129 Maple Avenue, Carlsbad, California. It is rectangular in shape and bounded to the east, west and south by single family residences. Maple Avenue fronts the property along the north side. The site is relatively flat with a very gentle fall towards the northwest. Existing improvements include a single story house on the northern half of the site, a single story garage on the southern half, a concrete driveway, sidewalks and landscaping. SUBSURFACE CONDITIONS: The site is underlain by very moist, loose top soil that extends to a depth of about 2 feet. This topsoil consists of brown silty fine to medium sand. The topsoil is underlain by unconsolidated marine terrace deposits. These occur as brown fine to medium sand. At a depth of approximately 4 feet the marine terrace deposits become medium dense. They can be described as a very moist, medium dense, yellowish-brown, medium sand. GROUNDWATER: Free groundwater was not encountered in the exploratory trenches and no surface seeps were observed. It must be noted, however that fluctuations in the level of groundwater may occur which may not have been evident at the time of our field investigation. WESTERN I SOIL AND FOUNDATION ENGINEERING, INC. -2- ri H I 1 I I d I I I 1 I I I I I SURFACE DRAINAGE: Surface drainage should be directed away from the structures and pondiag of water should not be allowed adjacent to their foundations. 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 a minimum of 907.. All utility trench backfill should be compacted to a minimum of 907. of its maximum dry density. The maximum dry density of each soil type should be determined in accordance with ASTM Test Method 1557-78. Prior to commencement of the brushing operation, a pregrading meeting should be held at the site. The Developer, Surveyor, Grading Contractor and Soil Engineer should attend. Our firm should be given at least 48 hours notice of the meeting time and date. CU AND FILL SLOPES: We recommend that cut and fill slopes be constructed with a slope ratio of 2.0:1.0 (horizontal:vertical) or flatter, to a maximum height of 3 feet. Slopes should be planted as soon as feasible after grading. Slope erosion including sloughing, ruling, and slumping of surficial soils may be anticipated if the slopes are left unpianted for a long period of time, especially during rainy season. Erosion control and drainage devices should be installed in com- pliance with the requirements of the controlling agencies. RIPPABILTrY: All materials encountered are rippable by conventional means to the depths investigated. I WESTERN I SOIL AND FOUNDATION ENGINEERING, INC. H I I I 1 H I I LII I I I I 1 I 1 I Ll I FOUNDATIONS: The structures should be supported on continuous footings bearing in compacted on-site soil material or dense natural ground at a minimum depth of 18 inches for two-story structures. New footings may be designed for an allowable dead plus live load bearing value of 1800 pounds per square foot (psf). Existing I footings which are to remain may support an allowable dead plus live load bearing value of 450 psf. These values may be increased by one-third for short term loads, I including wind or seismic. Footings should have a minimum width of 15 inches. I All continuous footings should contain at least one #4-reinforcing bar top and bottom to provide structural continuity and to permit spanning of local irregularities. I Settlements under building loads are expected to be within tolerable limits for the proposed structures. I Concrete slab-on-grade may be supported on dense, compacted or natural on- site soil material. Two inches of clean washed concrete sand should be placed I beneath the slab for curing. Slab reinforcing should be provided in accordance I . with-..the anticipated use of andloadings on the slab. In areas where moisture sensitive floor coverings are to be utilized and in I other areas where floor dampness would be undesirable, we recommend consideration be given to providing an impermeable membrane beneath the slabs. The membrane I should be covered with two inches of sand to protect it during construction. The I sand should be lightly moistened just prior to placing the concrete. Care should be taken not to puncture the visqueen. All joints (laps) in the visqueen should I be a minimum of 6 inches in width and sealed with an approved sealer. I TRANSITION AREAS: Foundations supported partially on cut and partially on fill are not recommended. The tendency of cut and fill soils to compress differently can frequently result in unequal structural support and subsequent cracking to I - WESTERN I SOIL AND FOUNDATION ENGINEERING, INC. -5- U I Portions of the structure. Therefore, in transition areas, we recommend that the entire cut area be overexcavated and replaced with soils compacted to a minimum of 907. This overexcavation or undercutting should be carried to a depth of 2 feet below the bottom of the deepest proposed footing. LATERAL RESISTANCE: Resistance to lateral loads may be provided by friction at the base of the footing and by passive pressure against the adjacent soil. For concrete footings on compacted soil a coefficent of friction of 0.30 may be used. An allowable passive uniform pressure of 150 pounds per square foot acting against the foundations may be used in design. If footings are proposed adjacent to slope areas, we recommend that the footings be deepened to provide a minimum horizontal distance from the outer edge of footings to the adjacent slope face of one-half the height of the slope. The minimum and maximum distances should be 6 and 10 feet respectively. RETAINING WALLS: Retaining walls must be designed to resist lateral earth pressures and any additional lateral loads caused by surcharge loads. We recommend unre.a strained walls be designed for an equivalent fluid pressure of 40 pounds per cubic foot (pcf) where backfill is level. We recommend restrained walls be designed for an equivalent fluid pressure of 40 pcf plus an additional uniform lateral pressure of 6H pounds per square foot where H = the height of backfill above the top of the wall footing in feet. Wherever walls will be subjected to surcharge loads, they should also be designed for an additional uniform lateral pressure equal to one- third the anticipated surcharge pressure in case of unrestrained walls, and one- half the anticipated surcharge in the case of restraining walls. The preceding design pressures assume there is sufficient drainage behind the WESTERN I SOIL AND FOUNDATIO N ENGINEERING, INC. I I I I I I 1 I I I I I I I I I H walls to prevent the build-up of hydrostatic pressures from surface water infiltra- tion. Adequate drainage may be provided by means of weep holes with permeable material installed behind the walls or by--means of a system of subdrains. Expansive soils (greater than 3.0 percent swell or an expansion index of 30) shall not be used as retaining wall backfill material. Backfill placed behind the walls should be compacted to a minimum degree of compaction of 907 using light compaction equipment. If heavy equipment is used, the walls should be appropriately temporarily braced. FOOTING OBSERVATIONS: All footing excavations should be reviewed by the Soils Engineer prior to placing reinforcing steel and concrete. FIELD EXPLORATIONS One subsurface exploration was made at the location indicated on the attached Plate Number 1 on June 2, 1988. This exploration consisted of a trench excavated by a Ford 550 backhoe.. The field work was conducted under the observation of our geology and soil engineering personnel. On January 25, 1988 a limited soil investigation was performed on the site. The field work involved 2 hand excavated exploratory pits along side the existing building. The logs of these pits have been included in this report. The explorations were carefully logged when made. These logs are presented on the following Plate Numbers 3 through 5. The soils are described in accordance with the Unified Soils Classification System as illustrated on the attached simplified chart on Plate Number 2. In addition, a verbal textural description, the wet color, the apparent moisture and the density or consistency are presented. The density of granular material is given as either very loose, loose, medium dense, dense or very WESTERN I SOIL AND FOUNDATION ENGINEERING, INC. I I I I I Li H I P [1 I I I dense. The consistency of silts or clays is given as either very soft, soft, medium stiff, stiff, very stiff or hard. Samples of typical and representative soils were obtained and returned to the laboratory for testing. LABORATORY TESTING Laboratory tests were performed in accordance with the generally accepted American Society for Testing and Materials (A.S.T.M.) test methods or suggested procedures. Test results are shown on Plate Number 6. PLAN REVIEW Western Soil and Foundation Engineering, Inc. should review the site plans, grading plans and building plans prior to the start of grading. In addition, we should again review the building plans following the issuance of our "Final Soil Report" but prior to the construction of any structures. WESTERN SOIL AND FOUNDATION ENGINEERING, INC. -8- I I LIMITATIONS The recommendations presented in this report are contingent upon our review of final plans and specification.. The soil engineer should review and verify the compliance of the final plans with this report and with Chapter 70 of the Uniform Building Code. It is recommended that Western Soil and Foundation Engineering, Inc., be retained to provide continuous soil, engineering services during the earthwork operation.. This is to observe compliance with the design concepts, specifications or recommendations and to allow design changes in the event that subsurface conditions differ from those anticipated prior to start of construction. 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 ex- ploration locations and the assumption that the soil conditions do not deviate appreciably from those encountered. It should be recog- nized 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 occu* in the intermediate and unexplored areas. Any unusual conditions not covered in this report that may be encountered during site development should be brought to the attention of the soils engineer so that he may make modifications if necessary. This .off ice should be advised of any changes in the project scope so I that it may be determined if the recommendations contained herein are appropriate. This should be verified in writing or modified by a written addendum. I The findings of this report are valid as of this date. Changes in I the condition of a property can, however, occur with the passage of time, whether they be due to natural processes or the work of man I WESTERN I SOIL AND FOUNDATION ENGINEERING, INC. -9- L~~ 1 I I I I Li I I I I I on this or adjacent properties. In addition, changes in the State- of-the-Art and/or Government Codes may occur. Due to such changes, the findings of the report may be invalidated wholly or in part by changes beyond our control. Therefore, this report should not be relied upon after a period of one year without a review by us veri- fying the suitability of the conclusions and recommendations. We will be responsible for our data, interpretations, and recom- mendations, but shall not be responsible for the interpretations by others of the information developed. Our services consist of pro- fessional consultation and observation only, and no warranty of any kind whatsoever, express or implied, is made or intended in con- nection with the work performed or to be performed by us, or by our proposal for consulting or other services, or by our furnishing of oral or written reports or findings. It is the responsibility of the Client or the Client's representa- tive to ensure that the information and recommendations contained herein are brought to the attention of the engi:ieer and architect for the project and incorporated into the project's plans and speci- fications. It is further his responsibility to take the necessary measures to ensure that the contractor and his subcontractors carry Out such recommendations during construction. I 1 I I I I I 1~ I LI I I I WESTERN SOIL AND FOUNDATION ENGINEERING, INC. -10-- I I I I I I L~ I I I I ATTACHMENTS I I I I I I I WESTERN I SOIL AND FOUNDATION ENGINEERING, INC. MAPLE STREET SCALE SITE PLAN LEGEND I" 10' SHEPARD RESIDENCE EXPLORATORY 129 MAPLE STREET I TRENCH JOB NO. 88-7 PLATE NO. / WESTERN BOIL AND FOUNDATION ENGINEERING INC. SUBSURFACE EXPLORATION LEGEND UNIFIED SOIL CLASSIFICATION CHART SOIL DESCRIPTION GROUP SYMBOL TYPICAL NAMES I • COARSE CHAINED, More than half of material is larger than No. 200 sieve size. GRAVELS CLEAN GRAVELS GW Well graded gravels, gravel- More than half of sand mixtures, little or no coarse fraction is fine.. larger than No. 4 GP Poorly graded gravels, gravel- sieve size but sand mixtures, little or no smaller than 3• f.;np._ GM Silt; gravels, poorly graded gravel-sand-silt mixtures. GC Clayey gravels, poorly graded gravel-sand, clay mixtures. SW Well graded sand, gravelly Bands, little or no fine.. SP Poorly graded sands, gravelly sand., little or no fines. SN Silty sands, poorly graded aand and silt mixtures. SC Clayey sands, poorly graded sand and clay mixtures. [H I I I I I I I GRAVELS WITH FINES (Appreciable amount of fines) SANDS CLEAN SANDS More than half of coarse fraction is smaller than No. 4 sieve size. SANDS WITH FINES (Appreciable amount of fines) II. FINE GRAINED, More than half of material is smaller than No. 200 sieve size. SILTS AND CLAYS Liquid Limit less than 50 SILTY AND CLAYS Liquid Limit greater than 50 HIGHLY ORGANIC SOILS ML Inorganic silts and very fine sands, rock flour, sandy silt or clayey-silt-sand mixtures with slight plast- icity. CL Inorganic clays of Low to medium plasticity, gravelly clays, sandy clays, silty clays, lean clays. OL Organic silty and organic silty clays of low plasticity MR Inorganic silty., micaceous or diatomaceous fine sandy or silty soils, elastic silts. CE Inorganic clays of high plasticity, fat OH Organic clays of medium to high plasticity. PT Peat and other highly organic soils I L I I I I I I I L WESTERN SOIL AND FOUNDATION ENGINEERING, INC. PLATE NUMBER 2 I I — I -16 _ 0: !u: . t - • .; 4 *E *S .,e .* • * S ..aU TRENCHNIJMBERT-2 4!uI 44; • - • 4 2 140 o :. : 0* *0 a DESCRIPTION 0 I - Brown Fine to Very Loose • Medium Sand Moist I - SW :- Existing Footing - B 100.1 9.3 79.1 I 2: ._• _______________ ____ ____ ____ ____ ____ ____ I I- BOTTOM OF TRENCH Probes I - Same to 4.0' B = Bag Sample SHEPARD RESIDENCE SUBSURFACE EXPLORATION LOG LOGGED BY: V.G. DATE LOGGED:1-25-88 JO. NUM BER: 887 PLATE NUMBER a LABORATORY TEST RESULTS Maximum Density/Optimum Moisture Sample Location Maximum Optimum Number Density Moisture (pcf) (Percent) A T-3 @ 1.5 126.5 10.4 B T-3 @ 4.5 118.0 9.9 Direct Shear* Sample Location Cohesion Angle of Internal Friction Number (pcf) (Degrees) B T-3 @ 1.5 150 32 *Sample remolded to 907 of maximum density at 2% over optimum moisture content. Sample saturated prior to testing. MECHANICAL SIEVE ANALYSIS Sample Location T-3 @ 1.5' Sieve Size #4 #10 #40 #100 #200 Passing 100.0 100.0 78.6 25.0 18.5 WESTERN I SOIL AND FOUNDATION ENGINEERING, INC. PLATE NUMBER I I I Li I F~ I I Li APPENDIX I I I I I 1 I I I WESTERN I SOIL AND FOUNDATION ENGINEERING, INC. I I WESTERN SOIL AND FOUNDATION ENGINEERING, INC. H Pi-lOrsiE 746-3553 AREA CODE 69 423 HALE AVENUE EscoNolDo. CALIFORNIA 92025 I SPECIFICATIONS FOR CONSTRUCTION OF CONTROLLED PILLS GENERAL DESCRIPTION: The construction of controlled fills shall consist of I adequate preliminary soil investigations, and clearing, removal of existing structures and foundations, preparation of land to be filled, excavation of earth and rock from cut area, compaction and control of the fill, and all I other work necessary to complete the grading of the filled area to conform with the lines, grades, and slopes as shown on the accepted plans. I CLEARING AND PREPARATION OF AREAS TO BE FILLED: All fill control projects shall have a preliminary soil investigation or a visu*l examination, depending upon the nature of the job, by a qualified soil I engineer prior to grading. All timber, trees, brush, vegetation, and other rubbish shall be removed, piled and burned, or otherwise disposed of to leave the prepared area with .a I finished appearance free from unsightly debris. Any soft, swampy or otherwise unsuitable areas, shall be corrected by drainage or removal of compressible material, or both, to the depths indicated on the plans or as directed by the soil engineer. The natural ground which is determined to be satisfactory for the support I of the filled ground shall then be plowed or scarified to a depth of at least six inches (6") or deeper as specified by the soil engineer, and until the sur- face is free from ruts, huimnocks, or other uneven features which would tend to I prevent uniform compaction by the equipment to be used. No fill shall be placed until the prepared native ground has been approved I by the soil engineer. Where fills are made on the hillsides with slopes greater than 5 (horizontal) to 1 (vertical), horizontal benches shall be cut into firm undisturbed natural I ground to provide lateral and vertical stability. The initial bench at the toe of the fill shall be at least 10 feet in width on firm undisturbed natural ground at the elevation of the toe stake. The soil engineer shall determine the width I and frequency of ailsucceeding benches which will vary with the soil conditions and the steepness of slope. After the natural ground has been prepared, it shall be brought to the proper I moisture content and compacted to not less than 90% of maximum density, A.S.T.M. D1557-64T. I I I 1 I (h) Expansive soils may require special compaction specifications as directed in the preliminary soil investigation by the soil eng]neer. I (i) The cut portions of building pads in which rock-like material exists may require excavation and recoinpaction for density compatibility with the fill as directed by the soil engineer. I MATERIALS: The fill soils shall consist of select materials graded so that at least 40 percent of the material passes the No. 4 sieve. The material may be I obtained from the excavation, a borrow pit, or by mixing soils from one or more sources. The material used shall be free from vegetable matter, and other del- eterious substances, and shall not contain rocks or lumps greater than 6 inches in diameter. If excessive vegetation, rocks, or soils with unacceptable physical I characteristics are encountered, these materials shall be disposed of in waste areas designated on the plans or as directed by the soil engineer. If soils are encountered during the grading operation which were not reported in the I preliminary soil investigation, further testing will be required to ascertain their engineering properties. Any special treatment recommended in the prelim-inary or subsequent soil reports not covered herein shall become an addendum to - these specifications. No material of a perishable, spongy, or otherwise unstable nature shall be used in the fills. I PLACING, SPREADING AND COMPACTING FILL MATERIAL: (a) The selected fill material shall be placed in layers which shall not exceed I six inches (6") when compacted. Each layer shall be spread evenly and shall be r thooughly blade-mixed during the spreading to insure uniformity of materiAl and moisture in each layer. I (b) When the moisture content of the fill material is below that specified by the soil engineer, water shall be added until the moisture content is near optimum as determined by the soil engineer to assure thorough bonding during the com-pacting process. When the moisture content of the fill material is above that specified by the soil engineer, the fill material shall be aerated by bladirtg and scarifying, or other satisfactory methods until the moisture content is near optimum as determined by the soils engineer. After each layer has been placed, mixed and spread evenly, it shall be thoroughly compacted to not less than the specified maximum density in accord- ance with A.S.T.M. D1557-64T. Compaction shall be by means of tamping or sheepe- foot rollers, multiple-wheel pneumatic-tired rollers, or other types of rollers. Rollers shall be of such design that they will, be able to compact the fill to the specified density. Rolling of each layer shall be continuous over its entire area and the roller shall make sufficient passes to obtain the desired density. The entire area to be filled shall be compacted to the specified density. WESTERN I, SOIL AND FOUNDATION ENGINEERING, INC. I I - (e) Fill slopes shall be compacted by means of sheepafoot rollers or other I suitable equipment. Compacting operations shall be continued until the slopes are stable but not too dense for planting and until there is no appreciable amount of loose soil on the slopes. Compacting of the slopes shall be accomplished by I backrolling the slopes in increments of 3 to 5 feet in elevation gain or by other methods producing satisfactory results. I (f) Field density tests shall be made by the soil engineer for approximately each foot in elevation gain after compaction, but not to exceed two feet in vertical height between tests. The location of the tests in plan shall be spaced to give the best possible coverage and shall be taken no farther than 100 feet apart. I Tests shall be taken on corner and terrace lots for each two feet in elevation gain. The soil engineer may take additional tests as considered necessary to check on the uniformity of compaction. Where sheepsfoot rollers are used, the I tests shall'-be taken in the compacted material below the disturbed surface. No additional layers of fill shall be spread until the field density tests indicate that the specified density has been obtained. (g) The fill operation shall be continued in six inch (6") compacted layers, as specified above, until the fill has been brought to the finished slopes and grades as shown on the accepted plans. SUPERVISION: Supervision by the soil engineer shall be made during the filling and compacting operations so that he can certify that the fill was made in accord- ance with accepted specifications. The specifications and soil testing of subgrade, subbase, and base materials for roads, or other public property shall be done in accordance with specifications of the governing agency. SEASONAL LDIITS: No fill material shall be placed, spread, or rolled during I unfavorable weather conditions. When the work is interrupted by heavy rain, grading shall not be resumed until field tests by the soil engineer indicate that the moisture content and density of the fill are as previously specified. I In the event that, in the opinion of theengineer, soils unsatisfactory as foundation material are encountered, they shall not be incorporated in the grading and disposition will be made at the engineer's discretion. I I I I I WESTERN I SOIL AND FOUNDATION ENGINEERING, INC. -3- 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 D39çT--- c-Isbad Unified 6350 Yarrow Drive Ste. A 1sbad, CA 92009 (438-5710) Encinitas Union Elementary 189 Union Street Encinitas, CA 92024 (944-4306) S San Marcos Unified 270 West San Marcos Blvd. San Marcos, CA92069 (744-4776) San Dieguito Union High School 625 North Vulcan Encinitas, CA 92024 (753-6491) !_)&1() Project Applicant: A P N : c( Project Address: /'1 / - ) RESIDENTIAL: SQ. FT. of living area /0<3 el Number of dwelling units SQ. FT. of covered area SQ. FT. of garage area COMMERCIAL! INDU IAL: SQ. FT.-)AREA 71nPrepared By Date /O& ------------------------------------------------------------------------------------------ FEE CERTIFICATION (To be completed by the School District) L-,"/ 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: $L -''M based on (O3 sq. ft.@ Comm/Indust Fee Levied: $ based on sq. ft.@ Title Sdhoo'l District Official Date 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. 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 ADDRESS /.27 At#c',c PLAN IDNO. ) COHECK 8E~ PARCEL NO. ASSESSOR'S OWN E R AAA M 944D II MAILING ADDRESS /921 CITY 72&fl ZIP ,"TEL 130 VA T110 A stotleW CONTRACTOR ESTMATED VALUATION 001-810-00-00.8821 ADDRESS f/ CONTRACTOR'S MAILING PLAN CHECK FEE IF THE APPLICANT TAKES NO ACTION WITHIN 180 DAYS, PLAN CHECK FEES CITY ZIP TEL. WILL BE FORFEITED. STATE BUSINESS LICENSE NO. LICENSE NO. SUBDIVISION LOT(S) LEGAL DESCRIPTION DESCRIPTION CHECK IF SUBMITTED: t7_22 E 2 ENERGY CALCS 77M-er # 17z1zl- S5 2 1987 ENERGY CALCS FOR NON RESIDENTIAL BLDGS DESCRIPTION OF WORK 2 STRUCTURAL CALCS I( 2 SOILS REPORTS 4 ------ LI 2 SELF ADDRESSED ENVELOPES - DATE GIVEN/ SENT TO APPLICANT DATE CONTACT, PERSON ,I2; LA COSTA LETTER ADDRESS 3/ SCHOOL FEE FORM CITY_ _ZIP _TEL. _497c7 P & E CORRECTIONS LIST / CERTIFICATE OF OCCUPANCY MMOUMI ---4 DATE ' White - File Yellow - Applicant Pink - Finance Gold - Assessor ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA 92123 (619) 560-1468 DATE: A)6 - tivi 1CAN-T JURIS ICTION JURISDICTION: C&r1&L PLAN CHECKER FILE COPY PLAN CHECK NO: - jq SET: r CUPS F-IDESIGNER PROJECT ADDRESS: /;2-7 PROJECT NAME: I 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. E] 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. 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. E) Esgil staff did advise applicant that the plan check has been completed. •Person contacted: Date contacted: Telephone # REMARKS: By: Enclosures:______________________ ESGIL CORPORATION Io Dates tili tlw Jurisdiction t2.r/ba( Prepared byi Bldg. Dept. Uar+ 1IV4 VALUATION AND PLAN CHECK FEE o Esgil PLAN CHECK NO.g,_1(cr7ge4, BUILDING ADDRESS 1,;Zq /l//qk. S/ APPLICANT/CONTACT ,E-. A ic"zd''i PHONE NO. _/3i/ L/707 BUILDING OCCUPANCY - DESIGNER PHONE______________ TYPE OF CONSTRUCTION CONTRACTOR PHONE___________ BUILDING PORTION BUILDING AREA VALUATION MULTIPLIER VALUE Air Conditionine Commercial Residential Res. or Comm. Fire Sorinklers Total Value Building Permit Fee $ Plan Check Fee $ 4 '.. ( 4 0, $ 66--11 COM MENTS: SHEET OF I 12/87