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Home My WebLink About1805 MCCAULEY LN; ; 86-580; PermitP r', o I hereby affirm that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business I— and Professions Code, and my license is in I L full force and effect. Jr' . I hereby affirm that I am exempt from the Contlac- - torn License Law for the following reason (Sec. 7031.5 LILlinels and Professions Code: Any city or county which re- I quires a permit to censtruct, alter, improve, demolish, or repair any strectare, prier to its issuance also requires the ap' plicant for Such permit to tile a signed statement that he is I - licensed pursuant to the provisions of the Contractor' 's License Law (Chapter 9 commencing with Section 7000 of Division 3e1 the Business and Professions Code) or that is en' I empt therefrom and the hauls for the alleged exemption. Any violation of Section 7031.5 by as applicant for a permit Sob' s6ts the applicant to a civil penally of not more than live hun .1 dredpllars ($500). I I. 1. as owner of the property, or my employees with wages I as their sole compensation, will do the work. and the struc' p lure is not intended or offered for cab (Sec. 7044, Bnuinocc and Professions Code: The Contractor's License Law does I not apply to an owner of properly who builds or improves themes and who dens such work himself or through his own emplsyees, provided that such improvements are not intend- ,1 ml or uttered for sale. It. however, the building or improve- meet is sold within one year 01 camptetion, the owner-builder will have the burden of proving that he did not build or im- prove for the purpose at sate). fl I. an owner of the property, am exclusively contracting I With licensed contractors to construct the project (Sec. 7044. I 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 I contractor(s) license pursuant to the Contractor's License Law). I 0 As a homeowner lam improving my home, and the [allow-ing conditions exist: The work is being performed prier to sale. - I have lived in my home for twelve months prier to completion of this work. - 3. I have not claimed this exemption during the p last three years. O tom exempt under Sec. _________________ - B& P.C. ' for this reason - 0 thereby affirm that I have a certificate at consent to self-insure. or a certificate 01 Workers' CompensatIon In- surance. or a certified copy thereof (Sec. 3800. Labor Code) I POLICY NO. - - 5 COMPANY 0 Copy-is tiled with the city -0 Certified copy is hereby furnished.' - - - - - 0 CERTIFICATE OF EXEMPTION FROM U WORKERS' COMPENSATION INSURANCE I (0 - (This section need not be completed it the permit p stic ,/"lo tom one hundred dollars (5100) or less) , I certify that in the performance 01 the work for which this permit in iasaed. I shall not employ any person In any manner sons to become subject to the Workers' Compen- I nation Laws Of California. - - I NOTICE TO APPLICANT: If, after making this Certificate I 01 Exemption. you should become subject to the Workers' Compensation provisions at the Labor Code, you must forthwith comply with such provisions or this permit shell I be deemed revoked. -. r 0 I hereby affirm that there is a construction lending I agency farina pertormunce CI the work tar which this per. I 01 mit Is Issued (Sec. 3097, Civil Code) . - .. zt • Mi Lender's Name - —II L Lender's Address_________________________________ F' USE BALL POINT PEN ONLY & PRESS HARD APPLICANT TO FILL IN INFORMATION WITHIN SHADED AREA AND DECLARATIONS. CARLSBAD BUILDING DEPARTMENT APPLICATION & PERMIT -. 2075 Las Palmas Dr., Carlsbad, CA 920094859 (619) 438-1161 .108 ADDRESS AV. ST. RD. NEAREST CROSS ST. 1OATE3FA NI BUSINESS LICENSE # - - VALUATION PERMIT NUMBER 100S 4ft S'LJ _Z_ 111111rot /22 091 ONE ' LOT I BLOCK I SUBDIVISION I ASSES 37 00 CONTRACTOR CONTRACTORS PHONE a - I . OWNOR'S NAME OWNER'S PHONE ,. - - . -- ' - BUILDING SO. FOOTAGE 7?! Thva, g' CONTRACTOR'S ADDRESS STATE LICENSE NO v4- (4 OwNE n's MAILING ADDRCSt - / I Q 9.,O 8' DESIGNER DESIGNER'S PHONE DSCCRIPTIQNOIWORV. • Y i?3-YV5'/ 0019 03/200101 02B1dPmt 5675.0 Sjuia ItQ, DESIGNER'S ADDRESS STATE LICENSE NO. F/P FLRELEV, NO OCCGP I EDU STORIES a- I I 7 - YDNO _______________ I PARKING SPACE I ABS UNITS I GRADING PERMIT ISSUED I REDEVELOPMENT TYPE. 0CC LOAD I FIRE SPA I' AREA , 2N1) I_vO - j 7 I_0 N - NV Not Valid Unless Machine Certified — OTY. PLUMBING PERMIT. ISSUE 75?) OTY. MECHANICAL PERMIT - ISSUE SUMMARY/ACCOUNT NUMBER ' - 15- EACHFIXTURETRAP 3_7•5 j INSTALLFURN.DUCTSUPTO100.000BTU BUILDING PERMIT 001'810'00'00'8220 Al 191 EACH BUILDING SEWER- '' 6,d5 OVER100,000BTU ' - . SIGN PERMIT - 001-810-00-00-8221 EACH WATER HEATER AND/OR VENT , 5 BOILER/COMPRESSORUPTO3HP ., ,PLAN CHECK 001-810-00-00-8821 3/9_— EACH GAS SYSTEM 1TO4OUTLETS -- BOILER/COMPRESSOR3.15HP MEW FIREPLACE 'ELECTRICAL . TOTAL PLUMBING 001-810-00-00-8223 001'810-00-00'8222 EACH GAS SYSTEM 5 OR MORE EACH INSTAL., ALTER. REPAIR WATER PIPE - VENTFAN SINGLE DUCT - 19 - — MECHANICAL _001-810-00'00'8224 EACH VACUUM BREAKER / MECHEXHAUST - HOOD/DUCTS 3 - MOBILEHOME 001-810-00-00-8225 WATERSOFTNER -.- . RELOCATIONOFEAFURNACEIHEATER - . SOLAR 001-810-00-00-8226 EACHROOFDRAIN(INSIDE) - / DRYER VENT 2_- STRONG MOTION -880-519-92-33 .5'..5 .—. ' TOTAL MECHANICAL -_I = I ,3. . FIRE SPRINKLERS 001'810-00'00-8227 - - - TOtAL PLUMBING- -- \ 4j_52 -PUBLICFACILITIES FEE .,3320 -810-00'0O-874O OTY. ELECTRICAL PERMIT,- ISSUE OTY. MOBILE HOME SETUP BRIDGE FEE ,t.4._360-810-0O-00'8740 - PARK-IN-LIEU' (AREA . NEW CDNST-EA AMP;SW1 BKR - CAR PORT - . . - TIF. - 134-810-00-00-8835 1 PH 3 PH , AWNING . LA COSTA TIF . 133-810-00-00-8835 EXIST BLDG EA AMPISWTIBKR ' GARAGE - ' - - - - FMF 1 PH 3 PH - - ' - - - . . LICENSE TAX 001'810'00'00-8162 REMODEL:ALTR PER CIRCUIT - ____________________________________________ - -. . . . MIFF 880-519-92-57 — TEMPPOLE 200AMPS .. - OVERZOOAMPS, , --J, - - - - TEMP OCCUPANCY (30 OAYS)\ '" . ' . • ___________ _____________________________________ ___________________ .55oo - . CREDIT TOTAL ELECTRICAL. 1.. - - - . - . iOTAL .ci tSchBA -. I HAVE CAREFULLY EXAMINED THE COMPLETED "APPLICATION AND PERMIT" AND DO HEREBY I Expiration. Every permit issued by the Building Official under the provision a 1 'Q EavisIRED FOR EXCAVATIONS OVER Code shall expire by limitation and become null and void If the building or work CERTIFY UNDER PENALTY OF PERJURY THAT ALL INFORMATION HEREON INCLUDING THE authorized by such permit is not commenced within 180 days from the date ot such 5' 0" DEEP AND DEMOLITION oo CONSTRUCTION OF DECLARATIONS ARE TRUE AND CORRECT AND I FURTHER CERTIFY AND AGREE IF A PERMIT IS I permit, or it the building or work authorized by such permit is suspended or STRUCTURES OVER 3 STORIES IN HEIGHT ISSUED: TO COMPLY WITH ALL CITY, COUNTY AND STATE LAWS GOVERNING BUILDING CON- abandoned at any time after the work is Commenced for a period 01180 days STRUCTION. WHETHER SPECIFIED HEREIN OR NOT. I ALSO AGREE TO SAVE INDEMNIFY AND APPLICANT'S SIGNATURE *OWNER 0 KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES. JUDGMENTS, COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE CONTRACTOR 0 APPROVED BY ' . - DATE GRANTING OF THIS PERMIT. BY PHONE 0 TYPE DATE INSPECTOR BUILDING FOUNDATION REINFORCED STEEL MASONRY GUNITE OR GROUT SUB FRAME 0 FLOOR 0 C,EIJNG ,' J . SHEATHING 0 ROOF El' SHEAR -7,7-s,-7 FRAME 7./75_•,' I" EXTERIOR LATH INSULATION INTERIOR LATH & DRYWALL PLUMBING O SEWER AND BLICO 0 FL/CO oe UNDERGROUND )21ASTE Cl WATER TOP OUT 0 WASTE 0 WATER 7/702 TUB AND SHOWER PAN GAS TEST ' O WATER HEATER 0 SOLAR WATER ELECTRICAL O ELECTRIC UNDERGROUND Eli UFFER ______ ROUGH ELECTRIC I o ELECTRIC SERVICE 0 TEMPRARY O BONDING 0 POOL MECHANICAL O DUCT & PLEM., 0 REF. PIPING HEAT - AIR COND. SYSTEMS VENTILATING SYSTEMS CALL FOR FINAL INSPECON WHEN ALL APPROPRIATE ITEMS ABOVE HAVE BEEN APPROVED. FINAL PLUMBING ELECTRICAL MECHANICAL GAS BUILDING SPECIAL CONDITIONS FIELD INSPECTION RECORD REQUIRED SPECIAL INSPECTIONS . INSPO61Ed ll INSPECTION REQ. IF INSPECTORS CHECKED APPROVAL DATE ,OILS COMPLIANCE . 'PRIOR TO FOUNDATION INSP 'r"-3 STRUCTURAL CONCRETE L -' OVER 2000 PSI PRESTRESSED CONCRETE POST TENSIONED CONCRETE. FIELD WELDING HIGH STRENGTH BOLtS - SPECIAL MASONRY PILES CAISSONS - ________________ ______ __________ - '•. 00Th 02\0 0101 05qba4? ?82'0 -, - 4 CASHIER'S VALIDATION 'F o— SEWER PERMIT APPLICATION APPLICANT TO FILL IN SHADED AREA SEWER PERMIT NUMBER: SE 2' BUILDING PLAN CHECK NUMBER:PC Pe BUILDING ADDRESS: C BUILDING TYPE: I OWNER: F ('I T oA,ufj NUMBER OF EDU'S: I () CALCULATIONS: MAILING ADDRESS: /52t) ( k All VIL. f1k 9..'nii CONTRACTOR:•___________________________________ MAILING ADDRESS: LEGAL DESCRIPTION: _________________________ CONNECTION FEE COST PER UNIT /1;( ) x NO. UNITS - - ItIjo L. LATERAL CHARGE: ASSESSORS PARCEL NUMBER: - TOTAL CHARGES: PREPARED BY: " (PRINTED NAME) COMMENTS: 1AI ,,, i •_J, /1 •'Aii'. / (4. fl/ Z/'. -r (1 WHITE: DIPS GREEN: Finance CANARY: Water PINK: Building GOLD: Applicant WUNDERLIN ENGINEERINGJ INC. April 28, 1987 City of Carlsbad Engineering Department 2075 Las Palmas Drive Carlsbad, California 92008 (619) 438-1161 the City of i85and 3McCanley Lane, in Re: Foundation Design 795 n Minor Subdivision 721. 4. Gentlemen: The following are the amended foundation recommendations for tfre above described lots: One story single family residential house. Footings shall be 12"x12" with two #4 rebars, one at the top and one at the bottom. The slab shall be 411 of concrete with .6x6, 10 gage wire mesh over 2" sand over 6 mil. vapor barrier. Sin rely, J2Q Michael A. Wunderlin R10E 26671 MAW: kiw 8647 ROVED APR 27 1987 City of CARLSBAD BUILDING b!r. I 504W. MISSION AVENUE, SUITE 102, ESCONDIDO, CA 92025. (61 91743-2238 —--z' - r' / FINAL BUDIN INSPECTION PLAN CHECK NUMBER: 86-580 DATE: 11-18-87 PROJECT NAME: ADDRESS: 1805 McCauley Lii PROJECT NO.: -UNIT NUMBER: - PHASE NO.: TYPE OF UNIT: ____________sfd NUMBER OF UNITS: CONTACT PERSON: Rod o'J IS t? Li %L1 .mms :A-c CONTACT TELEPHON 758-2778 all dept INSPECTED DATE 1911e~ 47 APPROVED DISAPPROVED BY: ________________________ INSPECTED: INSPECTED DATE BY: ______ INSPECTED: APPROVED ______ DISAPPROVED INSPECTED DATE BY: _______________________ INSPECTED: ____________ APPROVED ______ DISAPPROVED COMMENTS: - .- Rev. 1186 WHITE: Suspense BLUE: Water District GREEN: Engin ~ringCANARY: UtIliti PINK: Planning GOLD: Fire FIN AL:-BUILDING PLAN CHECK NUMBER: 86-580 DATE: 11-9-87 PROJECT NAME: ADDRESS: 1805 McCauley Ln PROJECT NO.: UNIT NUMBER: PHASE NO.: TYPE OF UNIT: sfd NUMBER OF UNITS: CONTACT PERSON: Ralph CONTACT TELEPHONE: 7582778 all dept INSPE ____ DATE ________________ INSPECTED/21/ APPROVED ______ DISAPPROVED INSPEC D DATE INSPECTED: ____________ APPROVED ______ DISAPPROVED INSPECTED DATE BY: _______________________ INSPECTED: ____________ APPROVED DISAPPROVED COMMENTS: Rev. 1186 WHITE: Suspense BLUE: Water Distri ring NARY: Utilities PINK: Planning GOLD: Fire h FINAL-BUILDING INSPECTION PLAN CHECK NUMBER: DATE: 11-18-87 PROJECT NAME: ADDRESS: 1805 McCauley In PROJECT NO.: _________________ UNIT NUMBER: _________________ PHASE NO.: iofd TYPE OF UNIT: ___________ NUMBER OF UNITS: CONTACT PERSON: Rod CONTACT TELEPHONE: 7582770 all dept INSPECTED BY: ________________________ INSPECTED BY: ________________________ INSPECTED BY: _______________________ DATE INSPECTED: ____________ APPROVED ______ DISAPPROVED DATE * INSPECTED: ____________ APPROVED ______ DISAPPROVED DATE INSPECTED: ____________ APPROVED ______ DISAPPROVED COMMENTS: 1' A. /L ,AAA.F'VYtL.1AZ3 . I Rev. 1186 WHITE: Suspense BLUE: Water District GREEN: Engineering CANARY: Utilities PINK: Planning GOLD: Fire FINAL BUILDING INSPECTION PLAN CHECK NUMBER: 86-580 DATE: 11-9-R7 PROJECT NAME: ADDRESS: 1805 McCauley Ln PROJECT NO.: UNIT NUMBER: PHASE NO.: TYPE OF UNIT: sfd NUMBER OF UNITS: CONTACT PERSON: Ralph CONTACT TELEPHONE: 7582778 all deot NOV. 20 1987 DATE INSPECTED APPROVED L ' DISAPPROVED ____________ ______ INSPECTED DATE BY: INSPECTED: ____________ APPROVED DISAPPROVED INSPECTED DATE BY: INSPECTED: APPROVED DISAPPROVED Costa Real Municipal Water District COMMENTS: Engriooring Depa, trrj (619) 438-3367 II , NUV 2 e: ,I DISTRICT Rev. 1186 WHITE: Suspen Water Distrl GREEN: Engineering CANARY Utilities PINK: Planning GOLD: Fire / FINAL BUILDING INSPECTION PLAN CHECK NUMBER: 86580 DATE: 117 I PROJECT NAME: ADDRESS: 1805 McCauley Ln PROJECT NO.: __________________ UNIT NUMBER: __________________ PHASE NO.: TYPE OF UNIT: sfd NUMBER OF UNITS: I CONTACT PERSON: Ralph CONTACT TELEPHONE: 758-2778 all dept INSPECTED DATE BY: - INSPECTED: APPROVED ______ DISAPPROVED INSPECTED DATE BY: _______________________ INSPECTED: ____________ APPROVED ______ DISAPPROVED INSPECTED DATE BY: _______________________ INSPECTED: ____________ APPROVED ______ DISAPPROVED COMMENTS: Rev. 1186 WHITE: Suspense BLUE: Water District GREEN: Engineering CANARY: UtiIitNK:PIaningGOLDire WUNDERLIN ENGINEERING, INC. CITJ bc CA1Ls4s EI¼)SJERJC b&Pr LD7S Lc s Pi C.A. c cT)Jc-1c bq1'1p, qqvlIBo5 Ac cL L ,. 4L CA- ôc C uoc. lc-yunal- oil 62- loc. -k4 1k -5L(c r,Lo k I&e- C1 t ithcQ fr\L -mc~ v ot Dr Lam I k ir- del kkic- ouqA (A 0\ k pbe' ( 1 0—' Zcs •2.-7 504W. MISSION AVENUE, SUITE 102, ESCONDIDO, CA92025 0(619)743-2238 ESGIL CORPORATION 9320 CHESAI'EAKE DR., SUITE 208 SAN DIEGO, CA 92123 (619) 560-1468 DATE: JURISDICTION: T( F CAkE)/4.D PLAN CHECK NO: e6 - _LLL PROJECT ADDRESS: A-Ic tf,,iwLer L-AiIzS PROJECT NAME: PLAN CHECKER FILE COPY UPS 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 -4Zgs ELocAJ are resolved and checked by building department staff. The. plans transmitted herewith have significant deficiencies U identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. .The check list transmitted herewith i or ybürinforñiation. O . The p:lans are being held at Egil Corp....:thit.i.l corrected... plans are submitted f or recheck. fl The applicant's copy of the check list is enclosed for the jurisdiction to return to the applicant contact person. The applicant's copy of the check list has been sent to: D Esgil staff did not advise the applicant contact person that plan check has been completed. -) Esgil staff did advise appli€Iant thaVthe plan check has been completed. Person contacted: frI&N1Y l/L-L2. Date contacted: 12--11-66 REMARKS:6 As o5S.EiP FRo/,oe 6HMR&,t1, ç7 oAJ A F.L.00 71l tT&, /AJP.ED Tphone #.JZ 3- '71-1 APPL,c1r A,14 ri/ it'A -r S-2.. -i 6-1 DiU ... .. By:_&(D PtLEEM Enclosures: ESGIL CORPORATION ESGIL CORPORATION 9320 CHESAPEAKE DR.. SUITE 208 SAN DIEGO, CA 92123 (619) 560.1468 DATE: JURISDICTION: 67 7' PLAN CHECK NO: 6& -5O IT PROJECT ADDRESS: Ale eAIiU PROJECT NAME: 6F-g AP PLAN CHECKER FILE COPY UPS 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 fl with the jurisdiction's building codes when minor deficien- cies identified . are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies U identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is foryoürinforination. The plans are being held at Egil 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: - 'J,' 4-/i LLe.& 1/14- 5. ,tM IA) 7'? t c.i 1zO2g - D Esgil staff did not advise the applicant contact person that plan check has been completed. Esgil staff did advise applicant that the plan check has been completed. Person contacted: //1J7 Date contacted: /Z-3-6 Telephone #j23_547 0 REMARKS: .. .i• By:Syc 4cE,ii Enclosures:_____________________ ESGIL CORPORATION EJ APPLICANT COPY 0 CITY Copy PLAN CHECKER COPY QC it p of Qar1bab 5"a & ygJ,RA/L JAJ&770A1 0741L.S ñJ'WA7E ia 5vpecR.7- - Th 20 PowJDs. 'PF-A LlME/L FcY #r ,4 R16141' *X*LC 120 79E flP Riu. (5). 5o,..s izeptgr 24-"V'Eff-p Fo071AJ4. 514-OLAJ_ Q .) tJO7-6 -'.->AJ /'LAA/S "4w ei'J F1LL. S/ML 8 it 4'J.D F-CZF&?PAC7EP 6i'77 • _'fle 'i i /J(Z (s,) 24.' a. c. A-/A-)( 3f,I C/A. p.'e V'vJ PlAis P 7650 W rn0vw&71Jss_De-7-/1 4iVL77€t'S__C,+L.S. (2 P.oLF,DE AD65,,J,q-rE AFJA i CS ____ e'/u 1C//ZST Ptôog JURISDICTION: 6+RL4L DATE_/ PROJECT ADDRESS:A1t.C4IUiy L4,j TO: /1M. Y kl/LL/ / 114 S AdA I A) rR -r, F4LI. CA 20l8 72-5*51 PLAN CORRECTION SHEET Plan Check No. 5S0 P.ni' plans received by jurisdiction____________ 1 . !ate plans received by plan checker____________ Data iia- plan check completed 1/26 5GC0Ajp ,I1et FAREWORD: PLEASE READ Plan check is limited to technical.requirements cantained in the Uniform Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and access for the handicapped. The plan check is based on regulations enforced by the Building Inspection Department. You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department or other departments. The items circled below need clarification, modification or change. All circled items have .to be satisfied before the plans will be in conformance with the cited codes and regulations. Per Sec. 303 (c), 1.979 Uniform Building Code. the approval of the plans does not permit the violation of any state, county or city law. A. PLANS Please make all corrections on the original tracings and submit two new sets of prints, and any original plan sets that may have been returned to you by the jurisdiction. to: COR/'DRAT/C/.J, 501 r 29. i4/ D/ee, CA qwz. To facilitate rechecking, please identify, next to each circled item, the sheet of the plans upon which each correction on this sheet has been made and return this check sheet with the revised plans. 1 iiCM.6 A i&E COMPLEtED FROM I iJrr/AL PLAM Ri'1IE4• IF Ycv HA1C ANY 6uES1lCp.is PLAt CALL I1 (aIe7-57c0/4Wa8 ESGIL CORPORATION 9320 CHESAPEAKE DR.. SUITE 208 SAN DIEGO, CA 92123 (619) 560-1468 DATE: / 1- '2 fl,PPLICANP 4J1LS.DICT.LON JURISDICTION: CITY OF CARLSBAD 0 PLAN CHECKER []FILE COPY PLAN CHECK NO: - .2: DUPS 0 DESIGNER PROJECT ADDRESS: I'/C-,/t1L6Y LiiA/E PROJECT NAME: D The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. - The plans transmitted herewith will substantially comply D with the jurisdiction's building codes when minor deficien- cies identified are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies 0 identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is the jurisdiction's f J 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: A41 LL C 11 /4- 3 r4,i'1j SiEr. (A'72E7ZS. G Esgil staff did not advise the applicant contact person that plan check has been completed. Esgil staff did advise applicant that the plan check has 0 been completed. Person contacted: hi1gr' /4/tLci( Date contacted: Il7 Telephone #23O4D/ REMARKS: BY:cYE i4LECM ENCL:_____________ ESGIL CORPORATION ..PLAN ND. 1' i) F4 hisI') •&.;' ; ',' TO: A-'f/LC/ - 5,"-1A,,V57 MLL.IAZ... e4 92€.iz PND.wcr A.$:. E Y. ::34-s LOAD. PLAN UIOCaLL r S.EFAIIU.YANDWPL1JELLS Date- plans received by jurisdiction: Date plans received by Esgil Corporation: Date initial plan check completed: Applicant contact person: '/1LUTelephone:23—c1s7 Plan check is limited to technical requirements contained in the Uniform Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and access for the handicapped. The plan check is based on regulations enforced by the Building Inspection Department. You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department or other departments. Present California law mandates that residential construction comply with Title 24 and the following model codes: 1982 UBC (eff. 7/1/85) 1982 UPC (eff. 10/1/85) 1984 NEC (eff. 10/1/85) 1982 UMC (eff. 3/1/85) The above regulations apply to residential construction, regardless of the code editions adopted by ordinance. The circled items need clarification, modification or change. All items have to be satisfied before the plans will be in conformance with the cited codes and regulations. Per Sec. 303 (c), 1982 Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law. Tospeedup the rechecknrocess. note on this list for acoey _where each correction item has been addressed i.e.. plan sheet. _specification, ate. Be sure to enclose the marked un_list when you submit the revised Plans. 1: PAGE 1IB ANE 1Z IN SZQ=1CK AS PAGES B&VflE NO MM HERDING CORRMX=ONS WERE Dwren. Carlsbad List 10, Single Family Dwelling and Duplex With All Supplements 1 3/25/86 A. PLM () 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. X. 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. ,w( Plans, specifications and calculations shall be signed by a California state licensed engineer or architect. (California Business and Professions Code). ,' Specify on the Title Sheet of the plans the gross floor area of each element of this project including dwelling, garage, carport, patio, deck and balcony. Section 302 (c). ,6( Provide a statement on the Title Sheet of the plans that this project shall comply with Title 24 and 1982 UBC, UMC, and UPC and 1984 NEC. Indicate distance from center line of street or alley to property line and distance from property lines to proposed building. Section 302 (c). B. ,P. 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 1109 (a)). )d. Projections, including eaves, may not extend more than 12 inches into the 3 foot setback from the property line. Eaves over required windows shall be not less than 30 inches from the side and rear property lines. Section 1710 and Section 504 (a) and (b). X. Plastic skylights shall not be installed within 8' of an exterior wall located where openings in such exterior wall are prohibited or required to be protected. Section 5207 (a) 7. X. Projections, including eaves, shall be one-hour fire-resistive construction, heavy timber or of noncombustible material if they project into the 3' setback area from the property line. Section 1710. Show location of permanently wired smoke detector, centrally located in corridor leading to sleeping rooms or above stair if sleeping rooms are on upper level. Section 1210. Submit fully dimensioned plot plan drawn to A smoke detector shall be installed in the scale showing location, size, and use of all basement of dwelling units having a stairway existing and proposed structures on the lot, which opens from the basement into the dwelling. Identify property lines and show lot dimensions Such detector shall be connected to a sounding and all easements. Show location of all cut or device or other detector to provide an alarm fill slojes a&pprpinate finish floor_ which will be audible in the sleeping area. $eYatioxis for ._all structures and show Section 1210. elevations at all lot corners. Section 302 (c). () Sfl&Lt) EI6T1AJ2, 4-'Ub F'AJ Is. H CO'JThV o/3 PAk). 2 3/25/86 Dimension on the plans, the 30" clear width for water closet compartments and 24" clearance in front of water closet. Section 511 (a). )' 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 on faceted glass. Section 5406 (d) 7. . 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. 38. 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. lioll A mezzanine is an intermediate floor and may not have a floor area exceeding 33 1/3 percent of the total floor area in the room below. The mezzanine floor must have a clear height of 7 feet, above and below, and must have the long side open to the room below except for posts and protective walls or railings not exceeding 42" in height. Section 1716. The loft you show does not comply as a mezzanine floor and is, by Uniform Building Code definition, a story. Section 1716. A Habitable rooms, other than kitchens, shall contain at least 70 square feet of floor area. Section 1207 (b). Window area must be at least 1/10 of the floor area and a minimum of 10 square feet per Section 1205 (a). Appears to be deficient in 1T Openable window area in habitable rooms must be 1/20 of the floor area and a minimum of 5 square feet. In bathrooms, laundry rooms and similar rooms 1/20 of area is required and minimum is 1.5 sq. ft. (Section 1205 (a)). At least 1/2 of the common wall must be open and have an opening not less than 25 sq. ft. if light and ventilation is being supplied from an adjacent room. Section 1205 (a). X . Required windows shall not open into a roofed porch unless the ceiling is at least 7 feet and the longer side is at least 6596 open. Section 1205 (a). (Provide mechanical ventilation capable of j) 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). X_No habitable room, other than a kitchen, shall be less than 710" in any dimension. Section 1207 (c). Show that ceiling height for habitable rooms is a minim of 716". Section 1207 (a). Show ceiling height for laundry rooms, hallways, corridors, and bathrooms is a minimum of 710". Section 1207 (a). ( i) uia, (ft) i+ou i.j s. 3 3/25/86 D. MCM, STAIIAYS. AND RAfl.1M5 X. Floors above the second story shall.have not less than 2 exits. Section 3303 (a). Required exit doorways shall be not less than 36" in width and not, less than 618" in height, and shall be capable of. opening at least 90 degrees. Section 3304 (a). Provide 36" high protective railing for porches, balconies, and open sides of stair landings. Openings between railings shall be less than 611. Section 1711. 9 34 Show how guardrail connection details are adequate to support 20 pounds per lineal foot at a right angle to the top rail. Table 23-B. Provide stairway and landing details. Section 3306 (b) & (c). Maximum rise 8" and minimum run is 9". Minimum headroom is 6'611. Minimum width is 301 . ).All handrails per Section 3306 (j), shall satisfy the following: Provide handrail for stairways with 4 or more risers. W' Handrail shall be 30" to 34" above the nosing of treads. The handgrip portion of handrail shall be not less than 1 1/4" nor more than 2" in cross-sectional dimension. (See attached). 4 3/25/86 Every stairway landing shall have a dimension, measured in the direction of travel, at least equal to the stairway width. Section 3306 (g). A door may open over a stairway landing provided the door, in any position, does not reduce the clear area of the landing in the direction of stairway travel, to less than one-half the required width of the stairway. Section 3306 (g). A door may open inward at the top step of a stairway provided the top step is not more than 7 1/2" lower than the floor level. Section 3304 (h). Provide details of winding stairway complying with Section 3306 (d): Minimum tread is 6 inches at any point and minimum 9 inches at a point 12 inches from where the treads are narrowest. Maximum rise is 8 inches. Minimum width is 30 inches. je 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. X. Maximum rise is 9 1/2 inches. e Minimum headroom is 6 feet 6 inches. Spiral stairways may not be used for required exits when the area served is greater than 400sq. ft. Section 3306 (f). ,43 Spiral stairways must have, a clear walking space of 26 inches between the column and handrail, show dimension. Section 3306 (f). Provide I.C.B.0. Research Report and Number for metal stairway, or submit plans and calculations and approved' fabricator registered with the building department or note that the stairway fabrication shall be done under special inspection per the approved fabrication plans. Section 306 (a) 4B and Section 306 (f). In buildings over 2 stories in height, provide 314 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). 94, Exterior stairways shall not project into the 3 foot setback from the property lines. Section 3306 (n). The walls and soffits of the enclosed usable space under interior stairs shall be protected on the enclosed side as required for one-hour fire-resistive construction. Section 3306 (m). E. WiOFI Specify roof slope. Roof slope is not adequate for roof type specified. Table 32-B; Section 3203 (h). Specify roof material and application. Chapter 32. Specify I.C.B.0. or U.L. approval number for roof materials not covered in U.B.C., e.g., title, etc., Section 107. 5 3/25/86 YZ 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. The minimum slope for a fire retardant built-up roof, with cap sheet surfacing, is 1/2 inch in 12 inches. Section 3203 (e) 3. Specify minimum 1/4 inch per foot roof slope for drainage or design to support accumulated water. Section 3207 (a), Section 2305 (f) and Section 2511 (d) 6. Show roof drains and overflows. Section 3207. Provide skylight details to show compliance with Sections 3401 and 5207 or provide I.C.B.0. approval number. Y. Plastic skylight must be separated from each other by at least 4 feet. Section 5207 (a) 6. Show attic ventilation. Minimum vent area is 1/150 of attic area or 1/300 of attic area if at least 50% of the required vent is .at least 3 feet above save vents or cornice vents. Show required area and area provided. Section 3205 (c). Y. Provide fireplace construction details or note construction to be per attached fireplace standard drawing. Chapter 37. Show veneer support and connections in Seismic Zones 3 and 4, comply with Section 3002, 4, 5, 6, and Section 2515 (a) regarding ties and #9 wire in horizontal joints or show construction to be per attached sheets 30-1 or 30-2. X. Show height and construction details of all masonry walls. Chapter 24. Note that cleanout openings shall be provided at the bottom of all cells to be grout filled over 4' in a single pour. Cleanout shall be sealed before grouting, after inspection. Section 2414 (a) S. Show floor and roof connections to masonry walls. Connection shall resist 200 pounds per lineal foot or the actual design load, whichever is greater. Cross grain tension or bending in wood ledgers is not permitted. Section 2312 (j) 3. A. Provide details for damp proofing the foundation walls, below finish grade, where useable space exists on the interior side of the walls. Section 1707 (d). Show a minimum 2" air space and flashing between planter and building walls. Section 2516 (c) 7. G.. GARAM AND CA )6 Garage requires one-hour fire protection on the garage side of walls and ceiling common to the dwelling. Table 5. B. Section 503 (d). All elements supporting floor above garage, including walls supporting floor joists, to have one-hour fire-resistive protection on the garage side. Section 503 (a). jE' Show 1 3/8" solid core self-closing door for openings between garage and dwelling. Section 503 (d). )9' Garages are not permitted to open into a room used for sleeping purposes. Section 1104. (R &)b*l I f 60 L-5 RP0J47 6 3/25/86 Openings between carport and residence require self-closing doors and stationary windows. Section 1214. Show garage framing section, size of header over garage opening, lateral cross bracing at plate line, method of bracing garage front, and holddowns if required. Chapter 23. NOTE: Maximum shear panel ratio of height to width is 3 1/2 to 1. Table 25-I. X. Doors may open into the garage only if the floor or landing in the garage is not more than 1/2" lower than the door threshold. Section 3304 (h). X. 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). H. W1JNflAIl3I ux - 6) Per soils ieport, note on the plan the soils classification, whether or not the soil is expansive, and note the allowable bearing value. Section 2905 (c). The foundation plan does not comply with the soil report recommendation for this project. Please review the report and modify design, notes and details as required to show compliance. Provide notes on the foundation plan listing the soils report recommendations for foundations, slab and building pad preparation. () The soils report recommends excavations be reviewed by soils engineer. Note on the foundation plan that "Prior to the Contractor requesting a Building Department Foundation Inspection, the soils engineer shall advise the building official in writing that: f'/OV lE)E --JOTC-S IF ñPPlIñ e (i) the building pad was prepared in accordance with the soils report; (20 the utility trenches have been properly backfilled and compacted, and; (!) the foundation excavations, formings and reinforcements comply with the soils report and approved plan". PK Show height of all foundation walls. Chapter 23. Show height of retained earth on all X foundation walls. Chapter 23. X. If cut or fill slopes exist, show distance of foundation to edge of cut or fill slopes and show steepness and heights of cuts and fills. Chapter 29. X. Note on plans that wood shall be 6" minimum above finish grade. Section 2516 (c) 7. Note on plans that surface water will drain away from building and show drainage pattern and key elevations. Section 2905 (f). Dimension foundation per U.B.C. Table 29A: Show foundation sills to be pressure treated, or equal. Section 2516 (c) 3. Show foundation bolt size and spacing. Section 2907 (a). () Specify size, I.C.B.0. number and manufacturer of power driven pins. Show edgp anti, enda distance and spacing. Section 306 (f). (jj) If required by structural calculations, show size, imbedment and location of hold down anchors on foundation plan. Section 2312 (f). () If hold downs are required by calculations, note on plan that hold down anchors must be tied in place prior to foundation inspection. Section 305 (e) 2. Show adequate footings under all bearing walls and-shear walls. Section 2907 (b). Show on the elevations, stepped footings for slopes steeper, than 1:10. Section 2907 (c). X. Show minimum 18" clearance from grade to bottom of floor joists and minimum 12" clearance to bottom of girders. Section 2516 (c). 7'. Show pier size, spacing and depth into undisturbed soil. Table 29-A. Show minimum underfloor access of 18" x 24". Section 2516 (c). Show minimum underfloor ventilation equal Floors to 1 sq. ft. fOr each 150 sq. ft. of underfloor Suonorted* Stenwall Width Death area. Openings shall be as close to corners as 1 6" 12" 12" practicable and shall provide cross ventilation 2 all 15" 18" on at leaSt two approximately opposite sides. 3 10" 18" 24" Section 2516 (c). *Foundations may support a roof in addition to the floors. Where only a roof is supported, use foundation for one floor. :ce; cteptw- 0 114-1 Z4-'o. c 2 57r 5I1-,€1,tM-tt. (ir Srosei' o. 2 J4-t 7 3/25/86 Specify that posts embedded in concrete. shall be pressure treated per UBC Std. No. 25- 12. Section 2516 (c). I. FRAMING Show wall bracing. Every exterior wood stud wall and main cross partition shall be braced at each and at least every 25 feet of length with 1 x 4 diagonal let-in braces or equivalent. Section 2517 (g) 3. Note cross bridging or blocking. Floor Joists and rafters 12" or more in depth shall be supported laterally by bridging at intervals not exceeding 8 feet, unless both edges are held in line. Sec. 2506 (g). - Ye Show blocking at ends and at supports of floor joists, and for rafters at exterior walls. Section 2517 (d) 3. Show solid blocking at ridge line and at exterior walls on trussed roofs. Section 2506 (g), Section 2517 (h). Show double joists. Floor joists shall be doubled under bearing partitions running parallel with the joists. Section 2517 (d) 5. ,101'Bearing partitions, perpendicular to joists, shall not be offset from supporting girders, beams, walls or partitions, more than the depth of the joist. Section 2517 (d) 5. Show rafter ties. Rafter ties shall be spaced not more than 4 feet on center and be just above the ceiling joists, where rafters and ceiling joists are not parallel. Section 2517 (ii) 4. 303. Show rafter purlin braces to be not less than 45 degrees to the horizontal. Section 2517 (h) 5. 41 Studs supporting two floors, a roof and ceiling must be3x4or2,c6at16"o.c. Table 25-R-3. Show 1/2" minimum clearance between top plate of interior partitions and bottom chord of trusses. (To ensure loading will be as designed). Of. Show double top plate with minimum 48" lap splice. Section 2517 (g) 2. Show nailing will be in compliance with Table 25-Q. Show or note fire stops at the following locations per Section 2516 (f): in concealed spaces of stud walls and Partitions, including, furred spaces, at the ceiling and floor levels and at 10 foot intervals along the length of the wall. at all interconnections between concealed vertical and horizontal spaces such as occur at soffits, drop ceilings and cove ceilings; 7. in concealed spaces between stair stringers at the top and bottom of the run and between studs along and in line with the run of stairs if the walls under the stairs are unfinished; and in openings around vents, pipes, ducts, chimneys, fireplaces and similar openings which afford a passage for fire at ceiling and floor levels, with noncombustible materials. S. Show stud size and spacing. Maximum allowable stud heights; Bearing wall: 2 x 4 and 2 x 6 max. 101; Non-bearing: 2 x 4 max. 141, 2 x 6 max. 201. Table 25-R-3. 8 3/25/86 pcf. Note an A.I.T.C. Certificate of Compliance for glued laminated wood members shall be given to the building inspector prior to erection. Section 306 (f). )Z(. Detail all post to beam and post to footing connections and reference the detail to the plan. Section 2516 (m). rf. Detail shear transfer connections, including roof and floor diaphragms, to shear walls. Section 2513. a Specify nail size and spacing for all shear walls, floor and roof diaphragms. Indicate required blocking. Maintain maximum diaphragm dimension ratios. (Tables 25 I, 3, K) and Section 4713 (d). Show 3" x 4" or 2" x 6" studs in first story of three story building. Table 25-R-3. (9 Provide truss details and truss calculations for this project. )16'. Provide roof framing plan and floor framing plan. Section 302 (a) 7. Provide framing sections through Section 320 (a) 7. *. Specify all header sizes for opening over 4' wide. Section 2517 (g) 5. Show on the plans all structural requirements developed in the structural calculations. Columns and posts located on concrete or masonry floors or decks exposed to the weather or to water splash or in basements and which support permanent structures shall be supported by concrete piers or metal pedestals projecting above floors unless approved wood of natural resistance to decay or treated wood is used. Section 2516 (c) 4. Individual concrete or masonry piers shall project at least 8 inches above exposed ground unless the columns or posts which they support are of approved wood of natural resistance to decay or treated wood is used. Section 2516 (c) 4. Show location of attic access with minimum size 22" x 30". Section 3205. Show draft separation for attic areas between units in a duplex. Section 2516 (f). Wood stud bearing walls, with studs at 24" o.c., require 3 ea. 2x40r2ea. 2x6or2 em. 3 x 4 top plates if supporting either floor members or roof trusses that are spaced more than 16" o.c. and do not bear within 5" of the supporting stud. Section 2517 (g) 2. Specify plywood grade and panel identification index. Table 25-N. 331' When roof pitch is less than 3:12, design ridge as a beam. Section 2517 (h). Provide calculations for main vertical and IWI.,If foundation cripple wall studs are less horizontal framing members and post footings. than hi" framing shall be solid blocking. Section 302 (a) 7. E4i15, 7&E Section 2517 (g) 4. i tcs 7Z Provide calculations for lateral loads, shear panels, shear transfer and related. Section 302 (9) 7. 12. /-t!2,. (,iI 4 ,ui (H -4) 8e7cc-AJ L/t/,AJ& AN!) 2W/"J4 ü3j ii- -ti AV RPOF 861-W EE-A) Po i ,+-PtM 6 5wi 116 3/25/86 pe 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 (g) 3. Show a weep screed at the foundation plate line on all, exterior and stud walls, to be stuccoed. Section 4706 (a). Show corridor width to be minimum 36". Section 3305 (b). .( Specify truss layout for 30" x 30" attic access. Show minimum 30" deep unobstructed working space in front of furnace. Section 505, UMC. ,3I1. Note on plans, clearances to be per manufacturer's listing. Section 504, UMC. Furnace shall not be installed under any stairway. Section 704, UMC. yi3 Furnace shall not be installed in any bedroom, bathroom or in a closet or confined space with access only through such room, unless specified as direct vent appliance, enclosed furnace or electric heating appliance. Section 704, UMC. Show I.C.B.0. approval number for prefab fireplace. )3r Ridges, hips, and valleys shall be at Show access to the attic or underfloor least one size larger than supported rafters, furnace to be minimum 30 inches by 30 inches. Section 2517 (h) 3. Section 708 & 709 UMC. In open bean construction, provide strap ties across the beams at the ridge support. Section 2501 (b). J. )ANICAL All heating, ventilating, and cooling systems and appliances shall comply with the Uniform Mechanical Code. Show the size, location and type of all heating 4cooling appliances or systems. Show source of combustion air to furnace, per Chapter 6, UMC. 1)9". Every dwelling unit shall be provided with heating facilities capable of maintaining a room temperature of 70 degrees F. at 3 feet above the floor in all habitable rooms. Show basis for compliance. UBC, Section 1211. 10 3/25/86 Note that passageway to the attic furnace shall be unobstructed and have continuous solid flooring not less than 24 inches wide. Section 708, UMC. yc1 Show permanent electrical outlet and lighting fixture controlled by a switch for the attic furnace. Section 708, UMC. Show details to comply with Section 709 for furnace under the floor, or Section 710 for roof or outside furnace. ,j4' Note on plan: Gas vents and noncombustible piping passing through three floors or less shall be effectively draft stopped at each floor or ceiling. UBC, Section 1706-(a) 6. X. ZKMMICAL (N*nAL ZMMICAL =91 All wiring shall comply with the National Electrical Code. Show on the plan the amperage of the electrical service, the l9cation-of-the service panel and the location of any sub-panels. Show location of all electrical receptacles. Electrical receptacle locations and/or spacing is not adequate in Show at least one convenience outlet other than outlets for laundry, etc., outdoors, in garages and basements. NEC, Art. 210-52. Note convenience outlets in bathrooms, outdoors, and in garages and basements (other than for laundry and similar equipment) shall be GFI protected, NEC, Art. 210-8. Note electrical system ground to be provided per NEC, Art. 250-81. L. PITh1RINO (uiiinae P1Z1BINO DE) Show water heater size, type and location on plans. UPC, Section 1310. 351'. Show source for providing combustion air to fuel burning water heater. If wall opening in an enclosure are used, at least one-half of the required opening area shall extend into the upper twelve inches of the enclosure and one-half within the lower twelve inches. UPC, Section 1307. 11 3/25/86 Fuel combustion water heater shall not be installed in bath or bedroom or in a closet opening into bath or bedroom. UPC, Section 1309. Provide adequate barrier to protect water heater from vehicle damage. UPC, Section 1310. y4. Show T and P Valve on water heater and show route of discharge line to exterior. UPC, Section 1007 (e). )21. Provide dryer vent to outside. UMC, Section 1903. Note on the plan that hose bibbs and lawn sprinkler systems shall have approved backf low prevention devices. UPC, Section 1003. Shower stall shall accommodate a 30" circle and have a minimum floor area of 1,024 sq. in. UPC, 909 (d). N. NOISE IN1IATI(4 (1XJPLCSE) Show details of duplex common (party) walls and floor/ceiling assemblies to achieve a Sound Transmission Class (STC) rating in walls of 50 decibles and on Impact Insulation Class (IIC) rating on floor/ceiling of 50 decibles. Title 25. 3fr5 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. j691" 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. State regulations (California Adam. Code) require that the design satisy one of the attached alternative energy packages or Submit calculations. The law also requires that many mandatory conservation items be satisfied. () Show on the Title Sheet of the plans, the required elements of the alternative energy package that was selected, and next to each element show how you are complying with each element. If calculations were used, provide similar data on the plans. The plan sheet showing the required 'elements of the selected energy package, and listing the design elements showing compliance with that selected package, must be signed by either the Owner or a licensed professional i.e., architect, engineer or contractor. A design professional must note his/her state license number. Section 1403 of Title 20. e Show on the plans the "R" value for the s, floors, ceiling and related areas. e Show double glazing as per Energy Design, lazing Schedule. 40 Show on the plan how shading requirements are satisfied. J F 4-!7/2L.1 C&8 tt ij) The plans are not in compliance with the energy conservation compliance package selected or design calculations provided. S hqw on plans conformance as follows: M (2?) ps' Specify on the building plans all of the mandatory energy conservation requirements as listed on the enclosure, titled, "Mandatory Enemy Conservation Requirements". G174 Show the size, type, make, model and location of the space heating (or cooling) system and provide heat loss calculations if the gut Mt IT L1!icee4s 45,100,. 0. CARLS3AD S.F.D. & UJPL JPP1D () Energy conservation design should be for Zone 7 . See attached energy packages. Floor drains must have auto-prime (city policy). Note exhaust fans cannot be ductless type (city policy). New residential units must be pre-plumbed for future solar water heating. Note "two roof Jacks must be installed" where the water heater is in the one story garage and directly below the most south facing roof (City Ordinance No. 8093). ( Note "two 3/41 copper pipes must be 2alled 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) 518O All piping for present or future solar wa em heating must be insulated when in areas that are not heated or cooled by mechanical means (city policy). 3pf•. Incorporate the waterproofing details, on the attached Policy 80-8, where interior living space occurs below grade at the masonry wall(s). 1 Q~7 $uN, I-1 ?Oi&ris YSfl' . /)eftr LD SS Chi-c.c Ft1AjAc 45:000 &V's 12 3/25/86 6j) Show on the Title Sheet on the plans, the information required by the attached Developmental Services Sheet 102683. E2i1tions, All new residential buildings, including require a soils report. Please submit two copies. )181. 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). 0 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 5 '1'SZ) A LEEM at Esgil Corporation. If you have any questions regarding City Building permit procedures, please contact Carter Darnell at the City of Carlsbad, 1200 Elm Avenue, telephone 619/438-5525. UBC Adopting Ordinance 8792 requires 'Fire Retardant roof on all structures (Sec. 18.04.230). Show compliance with UBC Section 3203(e). City Ordinance 9792 requires two park- - ing spaces/unit with clear area of 20'x20' i.e. no washing machines, etc.. Show compliance. (. ,iLL 37va0 50A / 'J/+i&r P&R 7A-e,J '1-7 -.Z. i7T). Ou y TRUSs Jny,'i #s Or-= 74c, tjPgAJ/ i€AW? /AJ oV&1 -7-15S-E2 ,ecs () SpEL/Fy 4iLeD Tb c-e/L/AJ4 70/7- po1 gA71 OVGR 41S. Thank you. Enclosures: 13 10/6/86 CITY OF CARLSBAD Prepared by Bldg. 'Dept. yet' 49.C&/1 VALUATION AND PLAN CHECK FEE Esgil PLAN CHECK BUILDING ADDRESS - L/ AiUty AVE., eAk tleAAND APPLICANT/CONTACT ,1*AiQY PHONE NO. 7Z BUILDING OCCUPANCY - 3 DESIGNER PHONE 2- TYPE OF CONSTRUCTION \1 Al CONTRACTOR PHONE___________ BUILDING PORTION BUILDING AREA VALUATION MULTIPLIER VALUE 907 /wr 5;3./37 ______ _+I -v_• //r 71 Air ConditionirtE Commercial Residential Res. or Comm. Fire_Sorinklers Total Value Fee Adjusted To Reflect D(nergy Regulations (Fee x 1.1) 0 Handicapped Regulations (Fee x 1.065) Building Permit Fee $ Plan Check Fee Z,i;~~ -:J.~ Iq , COMMENTS: 8/4/82 PLAN CHECK NO ADDRESS DATE PLANNING ZONE: 04 TYPE OF PROJECT AND USE, SCHOOL DISTRICT: SAN DIEGUITO ENCINITAS CARLSBAD X SAN MARCOS SETBACKS: FRONT SIDE doic- REAR iC. DISCRETIONARY ACTIONS:p1 REDEVELOPMENT PERMIT REQUIRED: I LANDSCAPE PLAN COMMENTS:______________________________________________________ - - ENVIRONMENTAL REQUIRED: .1 COASTAL PERMIT REQUIRED: YES NO - - ADDITIONAL COMMENTS:____________________________________________________________ a, >1-s OK TO ISSUE:_ DATE:________________ 72( ENG INEER INC LEGAL REQUIREMENTS 1 LEGAL DESCRIPTION VERIFIED? .19).._- APN CHECKED?_________________________ SEMENTS:PTGHTOF_WAY:f /L Z374 EDU '5:1.0 'AGE:c:40jz1 ceLk1.7 IMPROVEMENTS: :,YM/ FIEU CHECK DATE & INITIALS TS REQUIRED ING: - -vv GRADING COMPLETION CERTIFIED: DRIVEWAY: INDUSTRIAL WASTE: FEES RE PARk.IN-LIEU QUADRANT:, FEE PER UNIT: TOTAL FEE:________________ P.F.F.:4 j g,Q. TRAFFIC IMPACT FEE PER UNIT: TOTAL FEE: #60D FACILITIES MGMT. BRIDGE & THOROUGHFARE FEE:____________ SEWER FEE (CONNECTION): /1)10 SEWER LATERAL:X P) All.. Al #1 () ..A..P1I ADDITIONAL COMMENTS: OK TO ISSUE:_- . .T. __. 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C, 4/iôa a.9O H PRELIMINARY SOILS INVESTIGATION CITY OF CARLSBAD PARCELS 2 9.3 MINOR SUBDIVISION721 PARCELS 12,93 MINOR SUBDIVISION 728 PREPARED FOR: JOHN DONALDSON 2221 EL CAMINO REAL OCEANSIDE., CALIFORNIA 92054 PREPARED BY: WUNDERLIN ENGINEERING., INC. 504 W, MISSION AVENUE • SUITE 102 ESCONDIDQ, CALIFORNIA 92025 (619) 743-2238 WUNDERLIN ENGINEERING, INC. October 20, 1986 PRELIMINARY SOILS REPORT CITY OF CARLSBAD PARCELS 293 MINOR SUBDIVISION 721 PARCELS 1,2,&3 MINOR SUBDIVISION 728 PROJECT DESCRIPTION: The project consists of 5 lots ranging in size from 9,500 square feet to .10,470 square feet. The project proposes the construction of detached single family residencial houses—with conventional two story wood framing and concrete slabs on grade. The property is located on the North side of Elm Street, South. of McCanley Lane, between Valley Street and Monroe Street in the City of Carlsbad, being a portion of Lot 30 of Patterson's Addition per Map No. 5.65. - SITE CONDITIONS: Parcels 2 and 3 of Minor Subdivision No. 721 are gently sloping to the West at about 5 at an elevation of about 190 feet. The building areas are covered with native grasses and are in a natural state with no cuts or fills. There is an existing cut bank along the Southerly boundary created during the construction of Elm.: Street. This cut bank will not affect the proposed construction. Parcels 1, 2 & 3 of Minor Subdivision No. 728 are sloping Easterly at slopes ranging from 2 to 50. There is a ravine and drainage course which runs between Monroe Street and the Easterly boundary of said Parcels 1, 2 and 3. Much of the property has been used as a dumping site for landscape trimmings, asphalt and other debris. All of this material will be required to be removed from the site. SOILS CONDITIONS: The soils on all five properties consist of grey silty sand to sandy soils. An area of Parcel 1, 2, & 3 of Minor Subdivision No. 728, as 504W. MISSION .AVENUE,SUITE I 02, ESCONDIDO, CA92025 • (61 9)743-2238 PRELIMINARY SOILS REPORT CITY OF CARLSBAD page 2 SOILS CONDITIONS: (Continued) shown on the attached plat map, has uncompacted fills which will require removal and recompaction; FIELD INVESTIGATION: A field investigation was made on October 11, 1986. Five trenches were dug, as shown on the attached plat map, using a backhoe with a 24 inch bucket. The soil types were uniform, consisting of grey, silty sand. There were no expansive clays found on the site. Ground water was not encountered. The following is a log of the soil stata. found in the trenches shown on the attached plat. TRENCH DEPTH DESCRIPTION T-1 surface silty sand 0 - 3 silty sand T-2 surface debris O - 2 debris 2 - 5 silty sand (uncompacted fill) 5 - 8 silty sand T-3 surface debris O - 2 debris 2 - 4 silty sand (uncompacted fill) 4 - 8 silty sand T-4 T-5 surface 0-1 1-4 4- 8 surface 0-1 1-5 debris deb r I s silty sand (uncompacted fill) silty sand debris silty sand (uncompacted fill) silty sand PRELIMINARY SOILS REPORT CITY OF CARLSBAD page 3 CONCLUSIONS AND RECOMMENDATIONS: All debris shall be removed from the site. All on-site fills shll be removed and recompacted under the supervision of a qualified civil or soils engineer. Attached is a copy of the Recommended Grading Sepcifications. 1+. It shall be the discretion of the soils engineer to modify the required site preparation as site conditions require. 5. The footings shall be 16" by 24" with tow #4 bars, one at the top and one at the bottom. The slabs shall be 4" of concrete with 6x6, 10 gage wire mesh over 2" sand, over a 10 mu, vapor barrier. Wunderlin Engineering, Inc. j~ 'L 10 -27--86 Michael A. Wunderlin Date RCE 26671 RECOMMENDED GIThI)ING SPflCI1tCATIONS — GENERAL PROVISIONS General Intent The intent of these specifications is to establish procedures for clearing, compacting natural ground, preparing areas to be filled and-placing and compacting fill soil to the lines and grades shown on the accepted plans. The recommendations contained in the preliminary soil investigation report and/or the attached Special Provisions are a part of the Recommended Grading Specifications and shall supersede the provisions contained hereinafter in the case of conflict. INSPECTION AND TESTING A qualified soil engineer shall be employed to inspect and test the earthwork in accordance with these specifications. It will be necessary that-the soil engineer or his representative provide adequate inspection so that he may certify that the work was or was not accomplished as specified. It shall be the responsibility of the contractor to. assist the soil engineer and to keep him appraised of work schedules, changes and new information and data so that he may make these certifications. If, in the opinion of the soil engineer, substandard conditióis / are encountered, such as questionable soil,, poor moisture rr,rit r.ti I. , I n.iilnqun t(1 (.Ht,fi(tc2 I: I on , niIvi'rno weallier , o I ( • , lit- will be empowered to either stop construction until the conditions are remedied or corrected or recommend rejection of the work. . Soil tests used to determine the degree of compaction will / be performed in accordance with the following American Society for Testing and Materials test methods: Maximum Density & Optimum Moisture Cohtent -. A.S.T.M. D-1557-70. Density ot Soil In-Place - A.S.T.M. D - 1556 - 64. PREPARATION OF AREAS TO RECEIVE FILL All vegetation, brush and debris shall be removed, piled and burned or otherwise disposed of. After clearing, the natural ground shall be scarified toa depth of 6 inches, brought to the proper moisture content, compacted and tested for the minimum density specified in the Special Provisions or the recommendation contained in the preliminary soil investigation report. When the slope of the natural ground receiving fill exceeds 20% (5 horizontal units to ivertical unit), the original ground shall be stepped or benched. BenChes shall be cut to.. a firm competent soil condition. The lower bench shall be at least 10 feet wide and all other benches at least 6 feet wide. The horizontal portion of each bench shall be compacted prior to receiving fill as specified herein before for compacted natural ground. Ground slopes flatter than 20% shall be benched when considered necessary by the soil. engineer. . . FILL MATERIAL . . Materials placed in the fill shall be approved by the soil engineer and shall be free of vegetable matter Sand other deleterious substances. Granular gfl shall. con1&insufficient fine material to fill the voids. The definition and di s p o s i t i o n of oversized rocks, expansive and/or deterimental soils a r e covered in the Special Provisions. Expansive soils, s o i l s of poor gradation. or strength characteristics may be thoroughly mixed with other soils to provide satisfactory fill material, but only with the explicit consent of the soil engineer. PLACING AND COMPACTION OF FILL Approved fill material shall be placed in areas prepare d t o receive fill in layers not to exceed 6 inches in compac t e d thickness. Each layc shall have a uniform moisture co n t e n t in the range that will allow the compaction effort t o b e efficiently applied to achieve the specified degree of compaction. Each layer shall be uniformly compacted to a minimum specified density with adequately sized equipme n t , either specifically designed for soil compaction or •of proven reliability. The minimum degree of compaction t o b e •• achieved is specified in, either the Special Provision s o r the recommendations contained in the preliminary soil i n v e s t i g a t i o n report. Field tests and inspections to check the degree of co m p a c t i o n of the fill will be taken by the soil engineer or his re p r e s e n t a t i v e . Te location and frequency of the tests shall be at the s o i l engineer'sdiscretion. In general, the density test s w i l l bemade at an interval not exceeding 2 feet in vertic a l r i s e and/or 500 cubic yards of embankment.. SEASON LIMITS Fill shall not be placed during unfavorable weather c o n d i t i o n s . When work is interrupted by heavy rain, filling operat i o n s shall not be resumed until the proper moisture content a n d density of the fill has been achieved. Damage resulting from weather shill be repaired before acceptance of. work. UNFORESEEN CONDITIONS In the event that conditions are encountered during the site preparation and construction that were not encountered during the preliminary soil investigation; a soils engineer shall consulted to evaluate the situation and make recommenda- tions before additional work is done. RECOMMENDED GRADING SPECIFICATIONS SPECIAL. PROVISIONS The minimum degree of compaction to be obtained in compacting natural ground, in the compacted fill, and in the compacted backf ill shall be 90 percent. Detrimentally expansive soil is defined as soil which will swell more than 3 percent against a pressure of 150 pounds per square foot from a condition of 90 percent of maximum dry density and optimum moisture content to saturation. Oversized fill material is defined as rocks or lumps over 6 inches in diameter. At least 40 percent of the fill soil shall pass through a No. 4 U.S. Standard Sieve. Transitjion Lots: Where transitions between cut and fill occur within the proposed building pad, the cut portion should be undercut a minirnuzi of one foot below the base of the proposed footings and recompacted as structural backf ill. SCHOOL FEE COMPLIANCE CERTIFICATION (Government Code Section 53080(b)) This form shall be used to determine the amount of school fees for a project and to verify that the project applicant has complied with the school fee requirements. No building -permits for the projects shall be issued until the certification is signed by the School District and returned to the Building Department of the City of Carlsbad. PROJECT INFORMATION (To be completed by the applicant) Project Address: Project Applicant: 7o I Type: esidential/No. of Dwellings _Commercial _Industrial Phased Project: _Yes >4Zo. Building Permits are for entire project es No. Square feet of covered or enclosed space /57 Vvcf/ii' I/?7GiVt9.Q__ Plan check or Building Permit No. 35'0 Official checking form Date INFORMATION VERIFICATION (To be completed by the project applicant) I, Ob1?X'4 y'OtX'v , declare under penalty of perjury under the Laws of the State of California that I am the project applicant for the project listed above and that the foregoi information is true and correct. Executed this (T) day of , 1987, at (av1shid California. FEE CERTIFICATION (To be completed by the School District) _Z Applicant has complied with fee requirement under Government Code 53080. Project is subject to an existing fee agreement. Project exempt from Government Code 53080. Final Map approval and construction started before September 1, 1986. (other school fees paid) Other School District Official: SIGNATURE' \\o\t ai NAME (PRINT) ). TITLE DATE .Lt.34 o(olO PHONE NO. 'CARLSBAD UNIFIED SCHOOL DISTRICT 0 CARLSBAD HIGH SCHOOL RECEIPT NO. VALLEY JUNIOR HIGH SCHOOL 12138 RECEIVED FROM IX3 'd3& DATE _____________ wo%7 MC cu\JA \, %'S\ 431 FOR: USE OF SCHOOL FACILITIES/RENTALS $ ____________ REIMRURSFME 1TS S& USE OF SCHOOL BUS $ DAMAGE TO SCHOOL PROPERTY $ DAMAGED OR LOST BOOKS $ SALE OF SURPLUS $ INCOME 2' ABATEMENT F-] ACCOUNT NO. ACCOUNT NO. ACCOUNT NO.. INSURANCE $ TELEPHONE COMMISSIONS $ TOTAL $'S-- RECEIVED CASH CHECK E1 RECEIVEDBY