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Home My WebLink About1630 SAINT JAMES CT; ; CB880495; PermitI hereby affirm that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and affect. I hereby affirm that I am exempt from the Contrac- tor's License Law for the following reason (Sec. 7031.5 Business and Prol055i005 Cede: Any city or County which re- quires a permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance also requires Ihe ap- plicant for such permit to tile a signed statement that he is licensed pursuant to the previsions of the Contractors License Law (Chapter 9 commencing with Section 7000 of Division 3 o 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 for a permit sub- jects the applicant to a Civil penalty of not more than five hun- dred dollars ($500). '1 I I, an owner Of the property, or my employees With wages - as their sole compensation, will Ito the work, and the struc-ture is not intended or offered for sale (Sec. 7044. Business and Pretensions Cede: The Contractor's License Law does not apply In an owner 01 property who builds or improves thereon and who does such work himself or through his own employees. provided that Such improvements are not intend- ed or offered her sale. It, however, the building or improve- ment is sold within one year of completion, the owner-builder will have the burden of proving that he dill not build or im prove her the purpose 01 sale). II I, as owner 01 the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044. Business and Professions Code: The Contractor's License Law does out apply loan owner 01 property who builds or im-proves thereon, and who contracts for each projects with a contractor(s) license pursuant to the Contractor's License Law).., - I] As a homeowner I am improving my home, and Ike follow- ing conditions exist: - - The work is being performed prior to sale. I have lived in my home for twelve months prior to completion 01 this work. I have not claimed this exemption daring the last three years. 0 i am exempt under Sec. for this reason U, Z 0 IC -4 4 '-a C., UI 0 - lICE flU I DAhSIT DElI 10111 V R DDECC UADA 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 All, ST. RD. THOMAS BROS NO. APPLIC TIONI BUSINESS LICENSE U VALUATION PERMIT NUMBER / 51, O 01 I / f 73c LOT I BLOCK SUBDIVISION NTRACTOR • CONTRACTORS PHONE II OWNER'S PHONE __OZO __ V9 - - 5 ZONE / _______ TOR S DDRESS STATE LICENSE NO BUILDING SO. FOOTAGE .OWNER'SMAILING OWS NAME OZO ODRESS ___ R FDESIGNER'S DESIGNERSPHONE ________________________________________ 0244 06/23/88 0001 01 02 .AhO14 OF WORK ________________________________ DES 9 i' q,ei R.v4 e. jt7 'S ADDRESS _________________ STATE LICENSE NO. BldPmt 9964.0 /PFLR ELEV. NO OC GP EDU STORIES' OtnO CENSUS TRACT J RES UNITS GRADING PERMIT ISSUED I REDEVELOPMENT TV O'C LOAD FIRE SP - 1 PARKINGSPACE I YO N - AREA D N lly . . 'o YO N Not Valid Unless Machine Certified OTY. - ,FLUMBING PERMIT' ISSUE QTY. MECHANICAI,M 10 IT' ISSUEQ '/5 SUMMARY/ACCOUNT NUMBER J,' EACH FIXTURE TRAP.- - . J INSTALL FURN. DUCTt'TO 1II BT ' BUILDING PERMIT 001'810-00'00-8220 75 EACH BUILDING SEWER VER ib600 BU . SIGN PERMIT 001'810'00-00'8221 EACH WATER HEATER ANDiOR VENT . BOILER/COMPREAft UP TQ,3E, 4, 4 - PLAN CHECK 001-810'00'00'8891 4 0 EACH GAS SYSTEM I 104 OUTLETS . - BOILER/COMP,SR 3.14f5 çjCm . TOTAL PLUMBING 0011'810'00'00'8222 EACH GAS SYSTEM 5 OR MORE , METAL F(REPL(C) ..r , ELECTRICAL 001-810-00'00'8223 EACH INSTAL., ALTER, REPAIR WATER PIPE . VENT FAN SINGLE DUCT uP . MECHANICAL 001'810'00-00'8224 6 EACHVACUUM BREAKER , - MECH EXHAUST HOOO!Dh1 MOBILEHOME 001'810'00'00-8225 WATER SOFTNER , RELOCATION OF EA FURN EL TER SOLAR 001'810'00'00'8226 EACH .ROOF DRAIN (INSIDE) . - T DRYER VENT ' . STRONG MOTION . 880-519-92'33 - - TOTAL MECHANICAL' TOtAL PLUMBING .— FIRE SPRINKLERS 001-810'00'00'8227 PUBLIC FACILITIES FEE 320-810'00'00'8740 BRIDGE FEE 360'810-00'00-8740 OTY. -ELECTRICAL PERMIT. ISSUE 5' QTY. MOBILE HOME SETUP PARK-IN-LIEU (AREA I I NEW CONST EA AMP'SWl BKR ) CAR PORT - . TIF __- 312-81O-OtRRF8 - I PH ' 3 PH , AWNING . , _.-tCOSTA TIF 311-810-00-00'8835 EXIST BLDG EAAMP/SWT,iBKR GARAGE .,/" FMF I PH -' ' 3 PH - - /. LICENSE TAX O01'810'00-00-8162 ' REMOOEL'ALTER PER CIRCUIT MFF 880'519'92'57 TEMPPOCE ZOO AMPS - OVER 200 AMPS TEMP OCCUPANCY (30 DAYS) . - I - ' TOTAL ELECTRICAL - ' , TOTAL • TOTAL FEES PAYABLE CERTIFY UNDER PENALTY OF PERJURY THAT ALL INFORMATION HEREON INCLUDING THE halt expire by limitation and become null and void If the building or work * AN OSHA PEtT IS REQUIRED FOR EXCAVATIONS OVER 5 0" DEEP AND DEMO1ITN OR CONSTRUCTIGN OF I HAVE CAREFULLY EXAMINED THE COMPLETED "APPLICATION AND PERMIT" AND DO HEREBYL A ation Every permit issued by the Building Official under the provisions of this DECLARATIONS ARE TRUE AND CORRECT AND I FURTHER CERTIFY AND AGREE IF A PERMIT IS zed by such permit in not commenced within 180 days from the date of such or if the building or work autho,phned by such permit is suspended or STRUCTURES OVER 3 STORIES IN HEIGHT APP DATE ISSUED' TO COMPLY WITH ALL CITY. COUN1Y AND STATE LAWS GOVERNING BUILDING CONS ned at any time after the work is7nmenced for a 180 days PPLC STRUCTION. WHETHER SPECIFIED HEREIN OR NOT. I ALSO AGREE TO SAVE INDEM)iw'rND APPILIC T'S OWNER CONTRACTORO KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES. JUDGMENTS, CbSTS AND -Pit _SLaNATURE EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN BY PHONE 0 JiJ.tL4 GRANTING OF THIS PERMIT, i I hereby affirm that I have a Certilicate 01 consent to self-insure. or a certificate of Workers Compensation In- surance. or a certified copy thereof (Sec. 3800. Labor Code) - POLICY NO. -. COMPANY - Copy is lund with the City Certified Copy is hereby furnished - CERTIFICATE OF EXEMPTION FROM WORKERS' COMPENSATION INSURANCE (This section need not be Completed it the permit in to, one hundred dollars ISlOOl or tOSS) I certify that in the performance of the work for which this permit is issued, I Shall not employ any person in any manner no unto become subject to the Workers' Compen. nation Laws of California. NOTICE TO APPLICANT: If. after making this Certificate 01 Exemption. you should become subject 10 the Workers* Compensation provisions 01 the Labor Code, you must * forthwith Comply with such provisions or this permit shall be deemed revoked. - C r 0,1 hereby affirm that there is a construction lending agency for the performance of the work for which this per at mit is issued (Sec. 3097, Civil Code) ZI UI I - . Lender's Name - - L Lender's Address, . MW 0 C-, C) CL on C TYPE DATE INSPECTOR BUILDING FOUNDATION 14.W REINFORCED STEEL MASONRY GUNITE OR GROUT SUB FRAME 0 FLOOR 0 CEILING SHEATHING 0 ROOF SHEAR FRAME FAW EXTERIOR LATH INSULATION INTERIOR LATH & DRYWALL PLUMBING O SEWER AND BL/CO 0 PL/CO UNDERGROUND WAST. WATER TOP OUT 0 WASTE 0 WATER 6z3•W TUB AND SHOWER PAN GAS TEST WATER HEATER 0 SOLAR WATER ELECTRICAL ELECTRIC UNDERGROUND DUFFER ROUGH ELECTRIC 1$* ELECTRIC SERVICE IETEMPORARY 1?41d O BONDING 0 POOL MECHANICAL DUCT & PLEM., 0 REF. PIPING HEAT - AIR COND. SYSTEMS ___ VENTILATING SYSTEMS . -. CALL FOR FINAL INSPECTION WHEN ALL APPROPRIATE FINAL PLUMBING '•i2.li ELECTRICAL MECHANICAL - GAS BUILDING SPECIAL CONDITIONS FIELD INSPECTION RECORD REQUIRED SPECIAL INSPECTIONS INSPECTOR'S NOTES INSPECTIO1J REO. IF CHECKED IjVOARL DATE SOILS COMPLIANCE . PRIOR TO FOUNDATION INSP STRUCTURAL CONCRETE OVER 2000 PSI PRESTRESSED CONCRETE POST TENSIONED CONCRETE FIELD WELDING HIGH STRENGTH BOLTS SPECIAL MASONRY PILES CAISSONS - / - /' '- DEVELOPMENT PROCESSING SERVICES DIVISION I 2075 LAS PALMAS DRIVE I ...... CARLSBAD, CA 92009-4859 - I . (619)438-1161 MISCELLANEOUS FEE RECEIPT Applicant Please Print And Fill In Shaded Area Only JOB ADDRESS /IJ5? .Th,Vec2/' &hAI PLAN ID NO. cj ASSESSOR'S PARCEL NO. —57? oY- 0 Gr59 021 0101 05flisc. OWNER A /Z ,r k1441nJ * OWNER'S MAILING ADDRESS a - IAI IflATIfltJ ADA CITY ZIP 7j53/ TEL.(d7 'jJéO, -- - CONTRACTOR /ô6 ESTMATED VALUATION 1 0O CONTRACTOR'S MAILING ADDRESS j7 /'ee PLAN CHECK FEE 001.810-00-00-8821 ( /. IF THE APPLICANT TAKES NO ACTION WITHIN 180 DAYS, PLAN CHECK FEES ClTY?'g_A,j,I ZIP 2I'33/ TEL. WILL BE FORFEITED. i 7 N STATE BUSINESS LICENSE NO. LICENSE NO. 4' SUBDIVISION LOT(S) APR 1988 irn LEGAL DESCRIPTION 0 (,;Ty TREASURER !OFCARLSBAO CK IF SUBMITTED: '&RISRAD. CA iAJ /V . ENERGY CALCS 0 - 2 1987 ENERGY CALCS FOR NON RESIDENTIAL BLDGS DESCRIPTION OF WORK -iTRUCTURAL CALCS J/e I /I -Li 2 SOILS REPORTS 2 SELF ADDRESSED ENVELOPES 14110 DATE GIVEN! DATE SENT TO APPLICANT CONTACT PERSON ,fj77&ié. LA COSTA LETTER ADDRESS 5T' 7 144jr, y,q cp.o SCHOOL FEE FORM * CITY ZIP TEL.4/3_ rr P & E CORRECTIONS LIST ' jf, y, CERTIFICATE OF OCCUPANCY APILICA*S SIGNATURE DAT H White - File Yellow - Applicant Pink - Finance Gold - Assessor - - 1 FINAL BUILDING INSPECTION PLAN CHECK NUMBER 880495 DATE 1-10-89 PROJECT NAME: ADDRESS: 1630 St. James Ct . .. . PROJECT NO _________________ UNIT NUMBER _________________ PHASE NO.:1 , TYPE OF UNIT SFD NUMBER OF UNITS 4 'CONTACT PERSON: Unk A.#9,ti JAN 1989 CONTACT TELEPHONE 720-1151 mffitMAIM INSPECTED DATE / J,j, BY: _______________________ INSPECTED: f_/0__/ APPROVED• DISAPPROVED INSPECTED DATE BY: • INSPECTED: APPROVED. . DISAPPROED'. INSPECTED . DATE . , • • BY: • INSPECTED:'. _•_•_•_.. APPROVED _. DISAPROVE COMMENTS: ' . . ' • . • , , • • •• • FINAL BUILDING INSPECTION PLAN CHECK NUMBER:880495 DATE 1-10-89 PROJECT NAME: ADDRESS 1630 St. James Ct PROJECT NO.: ________________ UNITNUMBER: -. PHASE NO.: TYPE OF UNIT:: -SFD NUMBER OF UNITS 1 CONTACT PERSON unk .. CONTACT TELEPHONE 7201151 I aIldet INSPECTED DATES JAN 1 3 1989.BY: INSPECTED: APPROVED DISAPPROVE INSPECTED DATE 0 BY: = INSPECTED: ___________ APPROVED ______ DISAPPROVED INSPECTED DATE BY: _____________________ INSPECTED: ___________ APPROVED _____ DISAPPROVED'_____ Costa Real, Municipal Water District '• •. COMMENT E,1Qhieèring Department • • • 0 • (619) 438-3367 "p.. Rev. 1186 WHITE: Suspense :Waric GREEN: Enlneering CANARY: Utilities PINK: Planning GOLD: Fire w* ' FINAL BUILDING INSPECTION RECEIVED 1/L 111988 PLAN CHECK NUMBER 0495 DATE 1-10-89 PROJECT NAME: ADDRESS: - 130 St. Jon, es Ct PROJECT NO.: _________________ UNIT NUMBER: PHASE NO.: TYPE OF UNIT: SFD jjS NUMBER OF UNITS: I CONTACT PERSON: unk CONTACT TELEPHONE: 7201151 all dept . BY: INSPECTED DATE 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: Utilities PINK: PlannIn Fire • -. FINAL BUILDING INSPECTION PLAN CHECK NUMBER 880495 DATE 1-1,0-:89'. ___ PROJECT NAME: - ADDRESS 1630 St. James Ct • PROJECT NO.: ________________S UNIT NUMBER: : PHASE 'NO.: • TYPE OF UNIT: SFD NUMBER OF UNITS: 1 CONTACT PERSON:•unk • CONTACT TELEPHONE: 720-1151 • - •• all dept: NSPECTED. DATE I BY: INSPECTED:' APPROVED ______ DISAPPROVED • INSPECTED DATE BY INSPECTED ____________ APPROVED ______ DISAPPROVED INSPECTED • DATE BY: INSPECTED: • APPROVED ______ DISAPPROVED COMMENTS: • • •• \ :•i •• • • • • \• • • • • .• • .• •• • •.• • • • • • • • • • • S • • • • • • • • Rev. 1186 WHITE Suspense BLUE Water District GREEN Engineering CANARY UtuI,tIes Planning LD Fire FINAL BUILDING INSPECTION PLAN CHECK NUMBER: 880495 DATE: 1-10.-ag 91b,. PROJECT NAME: ADDRESS: 1630 St. James Ct AS /1 PROJECT NO.: UNIT NUMBER: PHASE I1: - TYPE OF UNIT: ____________________________ SFD NUMBER OF - UNITS: 4 CONTACT PERSON: unk CONTACT TELEPHONE 7201151 - o - all deot INSPECTED DATE INSPECTED /f/,fr APPROVED 1011 77.- INSPECTED DATE V BY: _______________________ INSPECTED: ____________ APPROVED DISAPPROVED INSPECTED . DATE . BY: _____________________ INSPECTED: ___________ APPROVED DISAPPROVED,, V ) V V V V ... V ... V Rev; 1186 WHITE: Suspense BLUE: Water Distric GREEN: Engineer CANARY:UtiIitIes PINK: Planning GOLD :Fire V V V V .. CASHIERS VALIDATION QJttg of (Jiar15bab .. 0244 06/23/88 0001 01 04 Sanith 1250.00 SEWER PERMIT APPLICATION APPLICANT TO FILL IN SHADED AREA SEWER PERMIT NUMBER: SE BUILDING PLAN CHECK NUMBER:PC '/'/6 BUILDING ADDRESS: .t'i 5" ,72,yi e BUILDING TYPE: NUMBER OF EDU'S: J• () OWNER: A /2)'1' CALCULATIONS:_________________________________ MAILING ADDRESS: (ke4 r CONTRACTOR: _L MAILING ADDRESS: 1ce i4t,fdrn - • '. - LEGAL DESCRIPTION: . CONNECTION FEE iih. i/SO COSTPERUNIT __________ x NO. UNITS Jo /_S'L ASSESSORS PARCEL NUMBER: ô5 Ot' 59 LATERAL CHARGE: . ••.•-#.-/ TOTAL CHARGES: I.25V PREPARED BY: ,-757t /:'i'fr)•5 (PRINTED NAME) COMMENTS: . • S. • • ..... •- WHITE: DPS GREEN: Finance CANARY: Water PINK: Building GOLD: Applicant - ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA 92123 (619) 560-1468 DATE: JLuir c2O CANT JURISDICTION: 0/7y OFILE COPY PLAN CHECK NO: . SET: J77_ cupS []DESIGNER PROJECT ADDRESS:J(OSrifl2E. C..7 PROJECT NAME: SIC. D. R 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. D The plans transmitted herewith have significant deficiencies. identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. D The check list transmitted herewith is for your information. The plans are being held at Esgil Corp. until corrected plans are submitted for recheck. 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 didnot advise the applicant contact person that plan check has been completed. 9 Esgil staff did advise applicant that the plan check has been completed. Person contacted:______________________ Date contacted: Telephone REMARKS: By :-LI)_/i,4LS.' Enclosures: £t) ESGIL CORPORATION A-017 ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA 92123 (619) 5601468 DATE: j /j lu &17 19 ' JURISDICTION: 6 iry &P egg tg AAo PLAN CHECK NO: SET: 77 PROJECT ADDRESS: J/2rj PROJECT NAME: S.F, I). APPLICANT JURISDICTION JFILE COPY TIUPS DESIGNER 'j 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. D The plans transmitted herewith have significant deficiencies identified on the .enclosed check list and should be corrected and resubmitted for a complete recheck. .The check list transmitted herewith is for your information. The plans are being held at Esgil Corp. until corrected plans are submitted for recheck. 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: • R!'< 1 41DAwfl. . Nnavu sir. bEAgkIOf, 9asv 0 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:R.,1ftEg AOA#nl - 0229 f(/1,'7j Date contacted: Telephone #4'ii-ot? REMARKS: Enclosures: 7g ESGIL CORPORATION URIOICT1ON: @1-LIA,W ROXCT ADDRESS:/4ô si JAm, i kk7Wi PLAN tORRCCT ION SHEET lent check No. FOREWORD: PLEASE READ Plan check is limited to technical requirements contained in the Uniform Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and access for the handicapped. The plan check is based on regulations enforced by the Building Inspection Department. You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department or other departments. The items circled below need clarification, modification or change. All circled items have to be satisfied before the plans will be in conformance with the cited codes and regulations. Per Sec. 303 (c), of the Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law. A. PLANS Please make all corrections on the original tracings and submit two new sets of prints, and any original plan sets that may have been returned to you by the jurisdiction, to: E34L t!bP flr4(( 0á.it2P 2.)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. c:') The following items have not been '-" resolved from previous plan reviews. The original correction number has been given for your reference. Please contact me if you have any questions regarding these items. Oate plans received by plan checker 5111P Detail., plan check completed (Ti? By £IL(L) IJJALHHW- 1qJJr1,97 ESGIL CORPORATION 9320 CHESAPEAKE DR.. SUITE 208 SAN DIEGO. CA 02123 (6 19) 560-1468 ____________________________ DAPPLICANT RIS DATE: ?ftt ION JURISDICTION: CITY OF CARLSBAD CHECKER 0 FILE COPY PLAN CHECK NO: SET: Z_ UPS 0 DESIGNER PROJECT ADDRESS: /ho 51 iig~ 1 PROJECT NAME: S.FID. The plans transmitted heew1th 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 copy 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 Cl jurisdiction to return to the applicant contact person. The applicant's, copy of the check list has been sent to: U R. mg ADAM, 587 /400V 7 a 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 been completed. Person contacted: A . 1E.4 AOAM-66z2~d.) Date-Q Telephone #L33-t6O2P REMARKS: BY: Wa-Au, ENCL: CA .ShT1I221 ESGIL CORPORATION 1.:':. •i.J JURISDION: CITY 07 CAD 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. M~wWiLTrJT'1inL 59T jcLooy. i 1 Present California law mandates that residential construction comply with Title 24 and the following model codes: PJ s:/bS1JAfl7V's el. 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 sneed UP the recheck process. note on this list (or a cony) where each correction item has been addressed i.e., plan sheet, specification. etc. Be sure to enclose the marked un list when you submit the revised plans. PLAN CORF=OK SMW cITY OF CARLSBAD SINGLE PAXfLY AND DUPLEX W.LTh Date plans received by jurisdiction: q-?0 -'' Date plans received by Esgil Corporation: Date initial plan check completed: By: W.41- At-i2-Applicant contact person: R. h11Pi( ADA?71 Telephone: N: PACE MEERS ARE NDY IN SEQUOM AS PAGES RAVING NO X=1S NESDIM CORRN=GRS W List No. 63, Carlsbad Single Family Dwelling and Duplex With All Supplements. (1985 UBC) PLANS :D 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 1208, San Diego, California 92123, (619) 560-1468. 7'. 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. 30 Indicate on the Title Sheet of the plans, the name of the legal owner and name of persoo responsible for the preparation of the plans. Section 302(a)7. 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). Specify on the Title Sheet of the plans the I gross floor area of each element of this project including dwelling,, garage, carport, patio, deck and balcony. Section 302(c). 7. Provide a statement on the Title Sheet of the plans that this project shall comply with Title 24 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 f. proposed building. Section 302(c). 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. FIRE PR0TI0N 3i. 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)). /3- 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). 3/. Plastic skylights shall not be installed I within 8' of an exterior wall located where openings in such exterior wall are prohibited or required to be protected. Section 5207 (a) 7. 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 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 I 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, LI. VilTfl..Afl0N AND GLAZThG 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 area and a minimum of 10 square feet per Section 1205 (a). Appears to be deficient in /1. Openable window area in habitable rooms must be I 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)). ?j. At least 1/2 of the coon 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). 4 . 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). 4. Provide mechanical ventilation capable of f providing five air changes per hour in bathrooms, water closet compartments, laundry rooms and similar rooms if required openable windows are not provided. Section 1205 (a). No habitable room, other than a kitchen, shall be less than 710" in any dimension. Section 1207 (c). '6. Show that ceiling height for habitable rooms is a minimum of 716". Section 1207 (a). 1Ø. Show ceiling height for laundry rooms, hallways, corridors, and bathrooms is a minimum of i'D". 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). 21. 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.EArTa€Y 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. Sleeping rooms shall have a window or exterior door for emergency exit. Sill height shall not exceed 44" above the floor. The window must have an openable area of at least 5.7 square feet with the minimum openable width 20" and the minimum openable height 24". Section 1204. A mezzanine is an intermediate floor and may not have a 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. iXITS. SZAIRWAYS • AND RAILINGS 3A. Floors above the second story shall have not less than 2 exits. Occupied roofs may have one exit if such occupied area are less than 500 square feet and located no higher than immediately above the second story. 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 (e). Provide 36" high protective railing for porches, balconies, and open sides of stair landings. Openings between railing shall be less than 611. Section 1711. 38. 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. 1uI0 Do un I Al/ui PI*k IWO lAPiT) DP 11y11 BorS. APP4tI,b(D&1AILOF- ILWegjDa.. u*LOR.RiL. 12/16/87 3 h. 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. b. Minimum headroom is 6'611. C. Minimum width is 36". 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 sha11b not less than 1 1/4" nor more than 2" in cross-sectional dimensjon. OfTRu ..4N1 V..SMOW5 /i Rn. ,JLfATER- -TISi) ' 41t. Every stairway landing shall have a dimension, 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). 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). 4/. 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. b. Maximum rise is 8 inches. C. Minimum width is 36 inches. 44. 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. b. 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. Spiral stairways may not be used for required exits when the area served is greater than 400 sq. ft. Section 3306 (f). 44. 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. 47. 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). J9. Exterior stairways shall not project into the / 3 foot setback from the property lines. Section 3306 (n). 6. 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 (is). Within units, show that corridors have a f minimum width of 36 inches. Section 3305 (b). 5/. Specify roof slope. . Roof slope is not adequate for roof type ( specified. Table 32-B; Section 3203 (h). 5/. Specify roof material and application. Chapter 32. Specify I.C.B.O. or U.L. approval number for I roof materials not covered in U.B.C., e.g., 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. 5/. 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. /8. 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. ?o. Provide skylight details to show compliance with Sections 3401 and 5207 or provide I.C.B.0. approval number. EL. 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 save vents or cornice vents. FaM required area and area provided. Section 3205 (c). MASONRY 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 P9 wire in horizontal joints. Show height and construction details of all masonry walls. Chapter 24. 6/. 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. 7. 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. 18. Provide details for damp proofing the foundation walls, below finish grade, where usable space exists on the interior side of the walls. Section 1707 (d). Show a minimum 2" air space and flashing I between planter and building walls. Section 2516 (c) 7. GARAGE AND CARPORTS Garage requires one-hour fire protection on the garage side of walls and ceiling common to the dwelling. Table 5-B, Section 503 (d). 71. 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). /3. Garages are not permitted to open into a room used for sleeping purposes. Section 1104. 7/. An oâcupancy 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. 7 Show garage framing sections, size of header I 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. 71. 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 (h). 7). Provide an 18" raised platform for any FAU, I water heater, or other device in the garage which may generate a flame or spark. UMC Section 508, UPC Section 1310 (a). FOUNDATION xuix11IS 78. Per soils report, note on the plan the soils classification, whether or not the soil is exparive and note the allowable bearing valud. Section 2905 (c). 1. The foundation plan does not comply with the / soils report recommendations for this project. Please review the report and modify design, notes and details as required to show compliance: 12/16/87 5 8/. Provide notes on the foundation plan listing ( the soils report recommendation for foundations, slab and building pad preparation. ji. Provide a letter from the soils engineer 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). The soils report recommendations 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, The utility trenches have been properly backfilled and compacted, and The foundation excavations, formings and reinforcements comply with the soils report and approved plan." /3. Show height of all foundation walls. Chapter 23. Show height of retained earth on all foundation I walls. Chapter 23. 85. 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. §1. Note on plans that wood shall be 6" minimum / above finish grade. Section 2907 (a). 87. Note on plans that suEace wter v11 dáin awa frm building and show drainage pattern and key elevations. On traded sites, the top of any exterior foundation shall extend above thQ etrpt gutter at point of discharge or the 4n1t to a drainage device a minimum of 12" plus 2 nercent. Section 2905 (f), 2901 (d) 5. 96. Dimension foundation per U.B.C. Table 29A: Floors Footina Supported* Stemwall Width Depth Thickness 1 6" 12" 12" 6" 2 8" 15" 18" 7" 3 10" We 24" 8" *Foundations may support a roof in addition to the floors. Where only a roof is supported, use foundation for one floor. 9i. Show foundation sills to be pressure treated, or equal. Section 2516 (c) 3. 9. Show foundation bolt size and spacing. I Section 2907 (f). 91. Specify size, I.C.B.0. number and manufacturer. of power driven pins. Show edge and and 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). 91. If hold downs are required by calculations, f note on plan that hold down anchors must be tied in place prior to foundation inspection. Section 305 (e) 1. 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). Show minimum 18" clearance from grade to bottom of floor joists and minimum 12" clearance to bottom of girders. Section 2516 (c) 2. 9/. 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 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. 191. Specify that posts embedded in concrete shall be pressure treated per UBC Std. No. 25-12. Section 2516 (c) 1. Show wall bracing. Every exterior wood stud f 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. 12. 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 1p3. Show blocking at ends and at supports of floor joists, rafters and trusses at exterior walls. Section 2517 (d) 3, 2517 (h) 6. 1. Show double joists. Floor joists shall be / doubled under bearing partitions running parallel with the joists. Section 2517 (d) 5. 195. Bearing partitions, perpendicular to joists, f shall not be offset from supporting girders, beams, walls or partitions, more than the depth of the joist. Section 2517 (d) 5. lc/6. Show rafter ties. Rafter ties shall be spaced 1 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. 7. Show rafter purlin braces to be not less-than 45 degrees to the horizontal. Section 2517 (h) 5. l98. Show 1/2" minimum clearance between top plate I of interior partitions and bottom chord of trusses. (To ensure loading will be as designed). 19. Show double top plate with minimum 48" lap / splice. Section 2517 (g) 2. Show nailing will be in compliance with Table I 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; 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. iyL Show stud size and spacing. Maximum allowable stud heights: Bearing wall: 2 x4 and 2 x 6 max. 101; Non-bearing: 2 x £. max. 141 , 2 x 6 max. 201. Table 25-R-3. 3. Studs supporting two floors, a roof and ceiling must be 3 x 4 or 2 x 6 at 16" o.c. Table 25-R-3. L4. 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). 14. Detail all post-to-beam and post-to-footing connections and reference the detail to the plan. Section 2516 (a). 116 Detail shear transfer connections, including roof and floor diaphragms, to shear walls. Section 2513. 1/7. 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)]. IA. 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 truss identification nt(mbers on the plans. ..~te !3tLD& 1 • Provide roof framing plan and floor framing plan.. Section 302 (c). 121 Provide framing sections through -row- .ThQeA. Section 302 (c). 42. Specify all header sizes for opening over 4' wide. Section 2517 (g) 5. 123 Provide calculations for main vertical and horizontal framing members and post footings. Section 302 (b) . bJILLC()*WD FU(ib tX7flJOL 6i&M WtL. 12/.. Provide calculations for lateral loads, shear It. panels, shear transfer and related. Section 302 (b). 12/16/87 7 14 Show on the plans all structural requirements developed in the structural calculations. Section 302 (c). (See comments below or at end.) if 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 I 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. 118. Show location of attic access with minimum size ( 22" x 30". Section 3205. l. Show draft separation for attic areas between I units in a duplex. Section 2516 (f). 130 Specify plywood grade and panel identification index. Table 25-N.K09fr4 PLoo,2 IA. When roof pitch is less than 3:12, design ridge as a beam. Section 2517 (h). 1/2. If foundation cripple wall studs are less than 14" high, framing shall be solid blocking. Section 2517 (g) 4. 13. Cripple wall studs exceeding 4 feet in height I shall be 3 inch by 4 inch or 2. inches by 6 inches when supporting 2 stories. Section 2517 (g) 4. i$. 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). 136 Detail truss layout for 30" x 30" attic access, if required for equipment in the attic. 1/7. Ridges, hips, and valleys shall be at least one size larger than supported rafters. Section 2517 (h) 3. 48. In open beam construction, provide strap ties across the beams at the ridge support. Section 2501 (b). MECHANICAL (UNIFORM MECHANICAL cX3OE) All heating, ventilating, and cooling systems and appliances shall comply with the Uniform Mechanical Code. l. Show the size, location and type of all heating and cooling appliances or systems. i/o. Show source of combustion air to furnace, per Chapter 6, UMC. ll. Every dwelling unit shall be provided with I 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. i/Z. Show minimum 30" deep unobstructed working space in front of furnace. Section 505, UMC. 1/3. Note on plans, "clearances to be per / manufacturer's listing." Section 504, UMC. l4. 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. 145 Show I.C.B.0. approval number fQr prefab fireplace. No .gC.e?l iJttm&P_c/F,)-Revise I L)LWE 1!) 6 O ot &.ILtr&)r ;. l. Show access to the attic or underfloor furnace I to be minimum 30 inches by 30 inches. Section 708 & 709 UMC. 4. Note that passageway to the attic furnace shall be unobstructed and have continuous solid.flooring not less than 24 inches wide. Section 708 UMC. @fixture Show permanent electrical outlet and lighting controlled by a switch for the attic furnace. Section 708 UMC. 1 4. Show details to comply with Section 709 for I furnace under the floor, or Section 710 for roof or outside furnace. 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. Provide dryer vent to outside. UMC, Section / 1903. 12/16/87 8 All wiring shall comply with the National Electrical Code. 1. Show on the plan the amperage of the electrical ' service, the location of the service panel and the location of any sub-panels. 1. Show location of all electrical receptacles. 151. Electrical receptacle locations and/or spacing I is not adequate in____________________________ l. 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 t22(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. /7- Note electrical system ground to be provided per NEC, Art. 250-81. PLUMBIJG (UN17O4 PL11MBI! CXM)E) Show water heater size, type and location on plans. UPC, Section 1301. i4. 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. 162 Show T and P valve on water heater and show route of discharge line to exterior. UPC, Section 1007 (e). 4fL.CTO AWC l t€vm I 13. Note on the plan that hose bibbs and lawn sprinkler system shall have approved backf low prevention devices. UPC, Section 1003(h) & (i). 14. Show shower stall can accommodate a 30" circle I and has a minimum floor area of 1,024 sq. in. UPC 909 (d). 4i : i • fI (!Za ssj ;i ioI. Show details of duplex common (party) walls I and floor/ceiling assemblies to achieve a Sound Transmission Class (Sit) rating in walls of 50 decibels and an Impact Insulation Class (IIC) rating on floor/ceiling of 50 decibels. Title 25. 116. 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. 1j7. Provide insulation in walls and ceiling to achieve Sit of 50 between garage and living I area if garage use is not controlled by resident. Title 25. State regulations (California Admin. Code) require that the design satisfy one of the attached alternative energy packages or submit calculations. The law also requires that many mandatory conservation items be satisfied. 248. On the title sheet of the plans, provide a ( ummary of the design features for this project (i.e., R-values, glazing, shading devices, thermal mass, HVAC efficiencies, etc.). ,A Show on the plans the "R" value for the walls, floors, ceiling and related areas. Øo. Show double glazing as per Energy Design, on I Glazing Schedule. 171. Show on the plan how shading requirements are satisfied. 1/2. Show on the plans the thermal mass areas as indicated in the energy documentation. 12/16/87 9 The plans are not in compliance with the energy conservation compliance package selected or design calculations provided. Show on plans conformance as follows: 174 The glazing area on the plans exceeds that shown in the documentation or allowed in the package selected. Glazing area includes rough openings of windows and the full size of french doors. Specify on the building plans all of the / mandatory energy conservation requirements as listed on the enclosure titled, "Mandatory Energy Conservation Requirements". 116. 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. 97. 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. CARLSBAD S.F.D. & DUPLEX &1PPLZ 1/8. Energy conservation design should be for Zone 7 . See attached energy packages. 1/9. Floor drains must have auto-prime (city policy). Note exhaust fans cannot be ductless type (city policy). New residential units must be pre-plumbed for future solar water heating. Note "two roof jacks must be installed" where the water heater is in the one story garage and directly below the most south facing roof (City Ordinance No. 8093). () Note "two 3/4" copper pipes must be installed to the most convenient future solar panel location when the water heater is not in a one story garage and is not directly below the most south facing roof. (City Ordinance No. 8093). 183 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). ipI. Incorporate the waterproofing details, on the attached Policy 80-8, where interior living space occurs below grade at the masonry wall(s). 185. Show on the Title Sheet on the plans, the information required by the attached Developmental Services Sheet 112383. 104 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). 188. UBC Adopting Ordinance 8792 requires Fire Retardant roof on all structures (Sec. 18.04.230). Show compliance with UBC Section 3203(e).. l. City Ordinance 9792 requires two parking spaces/unit with clear area of 201x20' i.e. no washing machines, etc. Show compliance. lv). Please see additional corrections, or remarks, I 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_________________ E/tff!fi) &A1.Pu -p 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: uiu.. 6L,42.ED x ,car 7D AC . JS - IZS#T,Z mA( 75 12/17/87 10 Date s4/V/2? CITY OF CARLSBAD Prepared by Bldg. Dept. VALUATION AND PLAN CHECK FEE D Esgil PLAN CHECK NO. _.'V95 BUILDING ADDRESS - Ito-l b ..s1 .Jft-iS 7r APPLICANT/CONTACT k max Abfth.c PHONE NO. _V2 -ho PP BUILDING OCCUPANCY R/m-i DESIGNER PHONE_____________ TYPE OF CONSTRUCTION VA) CONTRACTOR PHONE___________ BUILDING PORTION BUILDING AREA VALUATION MULTIPLIER VALUE R i7ezi c11 Ob / 94 ,.3 (go. O.ce, 9OtLb) O7 Io.p~ 12/?. ON Air Conditioninz Commercial - Residential Res. or Comm. Fire Srinklers Total Value /ô?, . Building Permit Fee S 2 9._5_4.'. " Plan Check Fee S $ COMMENTS: Plans received by Esgil after July 31, 1987 shall have permit and plan check fees calculated per 1985 UBC. SHEET / OF / 12/87 Grading 0 5. ale CO M a in Date: 5/3 ENGINEERING CHECKLIST LEGEND Item Complete Plan Check No. 2I3 4:j Project Address: ff.30 C7 Project Name: Field Check Date: -5-1311013 By: LEGAL REQUIREMENTS Site Plan Item Incomplete - Needs Your Action 1,2,3 Number in circle indicates plancheck number that deficiency was identified I. Provide a fully dimensioned site plan drawn to scale. Show: North D arrow, property lines, easements, existing and proposed structures, streets, existing street improvements, right-of-way width and dimenjoned setbacks. 2. Show Finish floor elevations, elevations of finish grade adjacent to building, existing topographical ines, exis ing D añ3roposed slopes, driveway and percent (%) grade ind dé 0 3. Provide legal description, of property. 0 4. Provide assessor's parcel number. PERMITS REQUIRED Grading permit required. (Separate submittal to Engineering Department required for Grading Permit). Grading plans in plan check PE_________ 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., 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. FEES REQUIRED t3'EJ 0 Park-in-Lieu fees required. TI5L' Quadrant: Fee Per Unit: i1TotaI Fee:________ , IJ D 0 Traffic impact fee required. Fee Per Unit: Fee:4/O Total 1 - 0 0 Bridge and Thoroughfare fee required. Fee Per Unit: , Total Fee: 0' 0 0 Public facilities fee required. 21( 0 0 14. Facilities management fee required. Fee:A?/d/14L4,e/PtZt2.te) D 15. Additional EDU's required: I EILJ ML7 , 0 Sewer connection fee: _;Sewer permit no. 3?. O 0 16. Sewer lateral required: REMARKS:________________________________________________________ 0. K. to is . -_----.-- —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. Era PLANNING CHECKLIST Plan Check No. e8O4'9( Address /t3' 5r: JF)MEE, Type of Project and Use 5F0 Zone Use Allowed? YES )( NO Setback: Front ( Side OK. Rear Facilities Management Zone I School District: San Dieguito Encinitas Carlsbad San Marcos 0 Discretionary Action Required YES NO Type Cr8/-5t ii'b 0 Environmental Required YES. NO ic E2( 0 0 Landscape Plan Required YES NO • Comments 0 Coastal Permit Required YES NO 0 0 0 Additional Comments OK TO ISS :--• DATE COMPACTION LABS, INC., SOILTESTING.& INSPECTION SERVICES PRELIMINARY SOILS INVESTIGATION for Proposed Single Family Dwellings Carlsbad Tract No. 81-50/PUD-37 Valley Street Carlsbad, California Prepared for MIKE O'GARA 3229 Valley Street Carlsbad, CA. 92116 September 23, 1985 Project No. CL-1405 7895 Convoy Court, Suite 15, San Diego, CA 92111 • (619) 292-0688 0 North County (619) 741-5289 COMPACTION LAL J, INC. SOIL TESTING & INSPECTION SERVICES September 23, 1985 Project No. CL-1405 Mike O'Gara 3229 Valley Street Carlsbad, CA. 92008 Subject: Proposed Single Family Dwellings Carlsbad Tract No. 81-50/PUC-37 Valley Street Carlsbad, California Gentlemen: Per your request, we have performed a preliminary soils investi- gation for the subject project. The purpose of our investigation was to evaluate the suitability of the site for the proposed development and make recommendations with regard to site grading and foundation design. Briefly, the investigation reveals favorable soil conditions and in our opinion the site is suitable for the proposed development, provided recommendations set forth in the attached report are adheared to. If you have any question, please do not hesitate to contact us. This opportunity to be of service is sincerely appreciated. Respectfully submitted, COMPACTION LABS, INC. z~l-z z41 Dale R. Regli, RCE 19393 DRR/pjr cc: (3) submitted - 7895 Convoy Court, Suite 15, San Diego, CA 92111 9 (619) 292-0688 • North County (619) 741-5289 COMPACTION LAr 3, INC. SOIL TESTING & INSPECTION SERVICES - TABLE OF CONTENTS Page 1. Purpose and Scope 1 2. Location and Description of Site 1 3. Field Investigation 1 4. Soil Conditions 2 5. Laboratory Testing 2 6. Recommendations and Conclusions 2 Grading Foundations Recommended Paving Section Review of Grading Plan 7. Uncertainty & Limitations . 5 APPENDIX Appendix "A" - Exploration Legend and Unified Soil Classification Chart Plate No. 1 Test Pit Location Plan Plate No. 2 - 7 Exploration Log Plate No. 8 Tabulation of Test Results Appendix "B" - Recommended Grading Specifications COMPACTION LAE ), INC. SOIL TESTING & INSPECTION SERVICES Page 1 1. PURPOSE & SCOPE The purpose of the investigation was to determine if the site is suitable for the proposed single family dwellings. The scope of the investigation was to: Determine the physical properties and engineering characteristics of the surface and subsurface soils. Provide design information with regard to grading, site preparation, and foundation design of the pro- posed structures. 2. LOCATION AND DESCRIPTION OF SITE The site is located at 3229 Valley Street, Carlsbad, California. The 2 acre, "L" shapped property, borders vacant lots to the north and west, existing single family dwellings to the south and Valley Street and additional family dwellings to the east. The topography of the lot slopes gently downhill from east to west with an overall difference in elevation of approximately ten feet. The site is presently occupied with a single-story residence, and detached garage. An existing leach field is located west of the house and will require removal at the time of grading. The residence is landscaped with hedges, small to large trees, native grasses and is encompassed by fences. Vegetation on the remaining portions of the property consist of a few small trees and native grasses. However, these grasses have been recently disked under to avoid fire hazard. On the southeast corner of the site (area of proposed lots 3 and 4) stockpiled fill soils were observed. These soils may be blended with on-site native soils and utilized during earthwork construction. It is our understanding that lot number 1 through 7 will be occupied with newly constructed single family dwellings and lot number 8 is to receive an existing single family dwelling which is to be moved on-site upon completion of grading. 3. FIELD INVESTIGATION The field investigation was performed on September 10, 1985, and included an inspection of the site and the excavation of six exploratory trenches, with a back hoe to depths often feet. Location of test pits are shown on attached Plate No. 1, entitled "Test Pit Location Plan." As excavation proceeded representative bulk samples were collected. In place natural densities and moisture content were COMPACTIONLA: 3ft , INC. SOIL TESTING & INSPECTION SERVICES Page determined at different depths in the excavations and are included in Plate No.'s 2 - 7. SOIL. CONDITIONS Loose surficial soils (silty-sands) consisting of plowed ground were found to average two feet in depth throughout the site. Underlying soils to depths of ten feet were dense silty-sands and stiff sandy clays and clays. Expansive soils (sandy clays and clays) were observed in test pit number 2 and 6 (proposed Lots 1 and 7) and will require special recomendations and construction details if selective grading is not employed. Soils encountered in test pit numbers 1, 3, 4, and 5, consisted of silty-sands and were found to be non-expansive (less than 3 percent swell). Groundwater was not encountered, nor did caving occur in any of our exploratory trenches. LABORATORY SOIL TESTING All laboratory tests were performed on typical soils in accordance with accepted test methods of the American Society for Testing and Materials (ASTM). Tests conducted include: Maximum Density & Optimum Moisture Direct Shear (Remold) Sieve Analysis Field Density & Moisture Expansion Potential (conducted in accordance with requirements of the City of San Diego Test for Expansive Soils.) Test results are tabulated on the attached Plate No.'s 2 through 8 entitled "Exploration Log & Tabulation of Test Results." RECOMMENDATIONS & CONCLUSIONS General The site is suitable for the proposed single family dwellings. Recommendations contained in this report should be incorporated in the planning, design and construction phase of the subject project. 6A. Grading Subsequent to site demolition and removal of the existing structures, loose surficial top soils, as indicated on attached COMPACTION LA 3, INC. SOIL TESTING & INSPECTION SERVICES Page 3 Plate Numbers 2 through 7, should be removed and recompacted in accordance with attached Appendix 'B' entitled "Recommended Grading Specifications." Loose native soils may be determined as those having an insitu density of less than 85 percent of maximum density. Leach lines located west of the existing house should be removed and their excavations recompacted in accordance with atached Appendix 'B'. If encountered, leach lines and/or pipes should be removed. Concrete pipes may be crushed in-place. Trench lines should be recompacted in accordance with Appendix 'B'. 68. Foundations General If on-site expansive soils (such as those encountered in test No.'s 2 and 6) exist within 24 inches of finish grade upon completion of grading, the following foundation recommentdations will be required to reduce structural damage occuring from excessive subgrade movement. For one and two story construction: Continuous footings having a minimum width of 12 inches and founded a minimum of 18 inches below lowest adjacent grade will have an allowable soils bearing pressure of 1200 pounds per square foot. All continuous footings are to be founded a minimum of 18 inches below lowest adjacent grade and reinforced with one No. 4 bar top and bottom. Steel should be positioned 3 inches above bottom of footing and one inch below top of footing. Interior slabs should be 4 inches thick, reinforced with 10/10, 6 x 6 welded wire mesh, and underlain with a 4 inch base consisting of sand or crushed rock. Sand should be tested in accordance with ASTM D-2419 to insure a minimum sand equivalent of 30. Slab reinforcing should be extended through joints and provide a tension tie with perimeter footings. If this method proves impractical during construction, an alternative method may be employed. This method consists of No. 3 bars, 30 inches on center, extending 30 bar diameters into both slab and foundation. Clayey soils should not be allowed to dry prior to placing concrete. They should be watered to insure they are kept in a very moist condition or at a moisture content exceeding optimum moisture content by a minimum of 3 percent. COMPACTION LA. 3, INC. SOIL TESTING & INSPECTION SERVICES Page 4 68(2) Foundations (Alternative) General In the event that selective grading is employed to insure that clayey soils are placed a minimum of 24 inches below finish grade, conventional foundations may be utilized. Furthermore, if grading is performed as planned, we anticipate the majority of the proposed single family dwellings will be founded in on-site non-expansive soils. For one story construction: Continuous footings founded in 24 inches of on-site non-expansive soil having a minimum width 'ôf 12 inches and founded a minimum depth of 12 inches below lowest adjacent grade will have an allowable soil bearing pressure of 2500 pounds per square foot. For two story construction: Continuous footings founded in 24 inches of on-site non-expansive soil having a minimum width of 12 inches and founded a minimum depth of 18 inches below lowest adjacent grade will have an allowable soil bearing pressure 0f3000 pounds per square foot. All continuous footings are to be reinforced with one #4 bar top and bottom. Steel should be positioned 3 inches above bottom of footing and 3 inches below top of footing. Interior slabs should be a minimum of 4 inches in thickness. 6C. Recommended Paving Section Structural sections for asphaltic paving for the proposed roads and streets are based on an estimated subgrade 'R' value of 20. The following section is provided for bid purposes only. Actual sections should be determined subsequent to completion of grading operations. Proposed St. lames Ct. Assumed Traffic Index = 4.5 2 inches of asphaltic paving on 8 inches of select base course on 6 inches of recompacted native subgrade. Proposed St. James Drive Assumed TrafficIndex = 5.5 3 inches of asphaltic paving on 10 inches of select base course on 6 inches of recompacted native subgrade. All materials and construction for asphaltic paving and base should conform to the Standard Specifications of the State of COMPACTION LAI 3, INC. SOIL TESTING & INSPECTION SERVICES Page 5 California Business and Transportation Agency, Department of Transportation, Section 39 and 26, respectively. Class III decomposed granite, if used, should have .a minimum 'R' value of 70 and SE of 30. All materials should be compacted to a minimum of 95%. - 60. Review of Grading Plan Preliminary grading plans used during our investigation were prepared by Joseph Lukowski. If approved plans differ from preliminary plans we would like to review them to assure compliance with recommendations presented in this report. 7. UNCERTAINTY AND LIMITATIONS Surface and subsurface soils are assumed to be uniform. Therefore, should soils encountered during construction differ from those presented in this report, we should be contacted to provide their engineering properties. It is the responsibility of the owner and contractor to carry out recommendations set forth in this report. During our investigation of the subject site, evidence of faulting was not encountered. Subsequent to review of available geologic literature, we feel any faulting in the -vicinity of the site may be classified as inactive. However, it should be noted that San Diego County is located in a high seismic area with regard to earthquake. Earthquake proof projects are economically unfeasible. Therefore, damage as a result of earthquake is probable, and we assume no liability. We assume the onsite safety of our personnel only. We cannot assume liability of personnel other than our own. It is the responsibility of the owner and contractor to insure construction operations are conducted in a safe manor and in conformance with regulations governed by CAL-OSHA and/or local agencies. If you have any questions, please do -not hesitate to contact us. This opportunity to be of service is sincerely appreciated. Respectfully submitted, COMPACTION LABS, INC. ZA lop Dale R. Regli, RCE 19393 RKA /pjr cc: (3) submitted COMPACTION LABS SOIL TESTING FPX. - / Ee / . , LOT I / - el ;7 /______•__ \ ( LOT 7 , V JEST PIT LOCATION SKETCH PROJECT No. CL-1405 PLATE No. 1 ...OMPACTION LABS SOIL TESTING & INSPECTION SERVICES EXPLORATION LEGEND UNIFIED 5011. CLASSIFICATION CHART SOIL DESCRIPTION GROUP SYMBOL TYPICAL NAMES I. COARSE GRAINED. More than half of material is larger than No. 200 sieve size. GRAVELS CLEAN GRAVELS GW Well graded qravels, gravel- More than halt of sand mixtures, little or no coarse fraction is fines. larger than No. 4 OP Poorly graded gravels, gravel sieve size but sand mixtures, little or no smaller than 3. fines.. GRAVELS WITH PINES GM Silty gravels, poorly graded (Appreciable amount gravel-sand-silt mixtures. of. fines) GC Clayey gravels, poorly . graded gravel-sand, clay mixtures. SANDS CLEAN SANDS SW Well graded sand,gravelly More than half of sands. Little or no fines. coarse fraction is 5? Poorly graded sand.s,gravelly smaller than No. 4 sands, little or no fines. sieve size. SANDS WITH FINES SM Silty sands, poorly graded (Appreciable amount sand and silt mixtures. of fines) . SC Clayey sands, poorly graded sand and clay mixtures. Li. PINE GRAINED. More than half of material is smaller than No. 200 sieve size. SILTS AND CLAYS ML Inorganic silts and very fine sands, rock flour, sandy silt or clayey-silt-sand mixtures with slight plast- icity Liquid Limit CL Inorganic clays of low to less than 50 medium plasticity, gravelly clays, sandy clays.si]ty Clays, Lean clays. 01. Organic silts and organic Silty clays of low plasticity SILTS AND CLAYS MH Inorganic silts, micaceous or diatomaceous fine sandy or silty soils, elastic silts. Liquid Limit CH Inorganic clays of high greater than 50 plasticity, fat clays. OH Organic clays of medium to high plasticity. HIGHLY ORGANIC .SOXLS PT Peat and ether highly organic soils. - Water level at time of excavation or as indicated US - Undisturbed, driven ring sample or tube sample CK - Undisturbed chunk sample BG — Bulk sample APPENDIX 'A' COMPACTION LABS SOIL TESTING & INSPECTION SERVICES EXPLORATION LOG 3229 Valley Street PROJECT NAME ____________________ ELEVATION ______ Exsisting Grade DATE LOGGED September 10,1985 - TEST PIT NO. ONE C 0 - 0 a, U DESCRIPTION & REMARKS UI • 0—. _ =C C p.- o UI 4.' U UI E .. U . 00 0.- 0Ln 0 o. V) - (/ 1 BG 104.3 3.1 35.2 1 - SM Brown, Dry, Loose, SILTY-SAND (Plowed Groiund) 2 BG 121.7 8.3 41.4 2 Orange, Moist, Dense, SILTY-SAND 3 - (Firm Native at 2') SM 4 5 6 7 8 BG SM Tan-Red, Humid, Dense, SILTY-SAND 10 Bottom Of Test Pit Number One CL-1405 Two PROJECT NO. PLATE NO. COMPACTION LABS SOIL TESTING & INSPECTION SERVICES EXPLORATION LOG PROJECT NAME 3229 Valley Street DATE LOGGED September 10,1985 ELEVATION Exsisting Grade TEST PIT NO. TWO 0 0 0 . 41 C. 41 :ft u c'4 0. DESCRIPTION & REMARKS 4- 41 41 .4-' '4- C 4141 C. E >_ .,-. 'I' 4- .n 41 E 41 ' 1- 00 x V) 0,— 411 Grey-Brown, Humid, Loose, SILTY- 1 SM SAND (Plowed Ground) SM Brown, Dry, Loose, SILTY-SAND • BG 93.5 4.0 1.5 2 (Plowed Ground) BG 52.4 Orange-Brown, Humid, Stiff 3 — SANDY-CLAY (Firm Native at 2') 4 CK 119.1 6.0 4 — CL 5 — Bottom of Test Pit Number Two PROJECT NO. CL-1405 PLATE NO. Three COMPACTION LABS SOIL TESTING & INSPECTION SERVICES EXPLORATION LOG PROJECT NAME 3229 Valley Street DATE LOGGED September 10,198 ELEVATION Exsisting Grade TEST PIT NO. THREE C 0 1 0 a) W CL .1.) be c%j CL DESCRIPTION & REMARKS 04 W IV cm c a)a) .4.) 0. 0. u E CV1 a) E — • O 0 X CJ 0 (I) cn BG 32.6 0-1 SM Grey-Brown,. Dry, Loose, 1 - SILTY-SAND (Plowed Ground) BG 119.5 3.5 1.5 2 — SM Brown, Dry, Dense, SILTY-SAND (Firm Native at 1.5') 3 • — __ SM Orange, Humid, Dense 4 — SILTY-SAND CK 118.8 5.0 5 6 • — BG 23.4 7 — ___ SM Tan-Red, Dry, Dense, SILTY-SAND • Bottom Of Test Pit Number Three / — CL-1405 PROJECT NO. PLATE NO. COMPACTION LABS SOIL TESTING & INSPECTION SERVICES EXPLORATION LOG PROJECT NAME 3229 Valley Street DATE LOGGED September 10,198 ELEVATION Exsisting Grade - TEST PIT NO. FOUR 0 - 4) w . >5 _ 0 - 06 U - DESCRIPTION & REMARKS 4A .. 41 cm 4) 4)CL 0 0 W U US E . U CL U, 4) US us U 0.'e— E — UI 0 l.i 00 SM Grey-Brown, Dry., Loose, SILTY-SAND (Plowed Ground) SM Brown, Dry, Loose, SILTY-SAND (Plowed Ground) 2 . BC 118.6 2.7 35.8 2 - ____ SM Brown.. Dry, Dense, SILTY-SAND (Firm Native at 28) 3 BG 39.1 3 SM Orange, Dry, Dense, SILTY-SAND 4 . - 5 - 6 7 - 8 BG 8 SM Tan-Red, Moist, Medium-Dense 9 ..• - SILTY-SAND . ___ __ Bottom of Test Pit Number Four PROJECT NO. CL-1405 PLATE NO. FIVE COMPACTION LABS SOIL TESTING & INSPECTION SERVICES EXPLORATION LOG 3229 Valley Street PROJECT 'NAME - DATE LOGGED September 10,1985 ELEVATION Exsisting Grade TEST PIT NO. FIVE C 0 C U 1 U 0 0 DESCRIPTION & REMARKS 0— C 4-) Wa, o o0. U, 4-) E 00 CW1 C X _CL CA ,.n Grey-Brown, Dry, Loose SILTY-SAND (Plowed Ground) 1 - SM 2 SM Brown, Humid, Dense, - SILTY-SAND (Firm Native at 1.5') SM Orange, Moist, Dense, 3 SILTY-SAND 4 - 5 Bottom Of Test Pit Number Five PROJECT NO. CL-1405 PLATE NO. Six COMPACTION LABS SOIL TESTING & INSPECTION SERVICES EXPLORATION LOG PROJECT NAME 3229 Valley Street DATE LOGGED September 10,1985 ELEVATION Exsisting Grade TEST PIT NO. SIX C 0 > -.% 0 0 -= W 0. 4-' 0. U DESCRIPTION & REMARKS W - 4-' C C 4-' .... 44 P.. U >) 1 . 0.- 0 Z Q Vt Vt - Vt SM Grey-Brown, Dry, Loose, SILTY-SAND (Plowed Ground) Brown, Moist, Soft, CLAY (Becomes Stiff at 2') 2 BG 70.0 2 ...CL 4 - Orange, Moist, Medium-Dense SM SILTY-SAND (Clay Binder) 5 - 6 Bottom Of Test Pit Number Six CL-1405 Seven PROJECT NO. PLATE NO. COMPACTION LA, INC. SOIL TESTING & INSPECTION SERVICES TABULATION OF TEST RESULTS OPTIMUM MOISTURE, MAXIMUM DENSITY Soil Description Type Brown Silty-Sand P1-1' Grey-Brown Fine Silty-Sand P2-1' Orange-Brown Sandy-Clay P2-2.5' Brown Sandy-Clay P6-2' Maximum Optimum Dry Density Moisture (lb/cu. ft.) (% dry wt.) 132.0 9.0 119.7 13.3 122.2 13.2 114.0 17.5 EXPANSION TEST DATA Sample No. Condition Initial Moisture (%) Air Dry Moisture (%) Final Moisture (%) Final Dry Density (pcf) Load (psf) Swell (%) P2-2.5' P6-2' Remolded Remolded 13.2 17.7 8.6 11.7 21.7 28.0 109.7 102.5 150.0 150.0 5.6 : 9.0 D.LR.E.CT SHEAR Sample No. P1-1' -. P2-2.5' Condition Remolded Remolded Angle of internal Friction (0) 31 25 Cohesion Intercept (pcf) 300 100 PROJECT NO. CL-1405 PLATE NO. 8 COMPACTION LABS, INC. SOIL TESTING & INSPECTION SERVICES RECOMMENDED GRADING SPECIFICATIONS - (General Provisions) INTENT The intent of these specifications is to provide general procedures in accordance with curretn standard practices regarding clearing, compacting, natural ground, preparing areas to receive fill, and placing and compacting of fill soil to the lines, grades and slopes delineated on the available plans. Recommendations set forth in the attached preliminary soils investigation report and/or special provisions are a part of the "Recommended Grading Specifications" and shall supersede the provisions contained hereinafter in the case of conflict. INSPECTION & TESTING A qualified soil engineer shall be employed to inspect and test the earthwork in accordance with these specifications and the accepted plans. It will be necessary that the soils engineer or his representative be allowed to provide adequate inspection so that he may certify that the work was or was not accomplished as specified or indicated. It shall be the responsibility of the contractor to assist the soil engineer and to keep him appraised of work schedules, changes, new information and dates, and new unforeseen soils conditions so that he may make these certifications. If substandard conditions (questionable soil, poor moisture control, inadequate compaction, adverse weather, etc.) are encountered, the soil engineer will be empowered to either stop construction until the conditions are remedied 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: following . * Maximum Density & Optimum Moisture Content - ASTM D-1557-701 * Density of Soil In-Place - ASTM D-1556 or ASTM D-2922 and 3017 APPENDIX 'B' COMPACTION LABS, INC. SOIL TESTING & INSPECTION SERVICES MATERIALS Those soils used as fill will have a minimum of 40 percent passing a #4 sieve. They will be free of vegetable matter or other deleterious substances and contain no rock over six inches in size. Should unsuitable material be encountered, the soil engineer will be contacted to provide recommendations. PLACING AND SPREADING OF FILL The selected fill material shall be placed in layers which when compacted will not exceed 6 inches in thickness. Each layer shall be spread evenly and shall be thoroughly blade mixed during the spreading to insure uniformity of material in each layer. When the moisture content of the fill material is below that recommended by the soil engineer, water shall then be added until the moisture content is as specified to assure thorough bonding during the compacting process. When the moisture content of the fill material is above that recommended by the soil engineer, the fill material shall be aerated by blading or other satisfactory methods until the moisture content is as specified. - S. COMPACTION After each layer has been placed, mixed, and spread evenly, it shall be thoroughly compacted to not less than 90% relative compaction. Compaction shall be by sheepsfoot rollers, multiple-wheel pneumatic tired rollers or other types of rollers. Rolling shall be accomplished while the fill material is at the specified moisture content. Rolling of each layer shall be continuous over its entire area and the roller shall make sufficient trips to insure that the desired density has been obtained. The fill operation shall be continued in six inch compacted layers, or as specified above, until the fill has been brought to the finished slopes and grades shown on the available plans. APPENDIX 'B' COMPACTION LABI, INC. SOIL TESTING & INSPECTION SERVICES WALL BACKFILL Backfill soil should consist of non-expansive sand. Compacti.an should be achieved with light hand-held penumatic tampers to avoid over compaction and hence cause structural damage. Wall backfill should be compacted to a minimum of 90 percent of maximum density. TRENCH BACKFILL All trench backfill located within structural areas should be compacted to a minimum of ninety percent of maximum density. APPENDIX 'B' COMPACTION LABS, INC. SOIL TESTING & INSPECTION SERVICES Reference is made to our previously submitted reports entitled "Preliminary Soils Investigation" dated September 23, 1985 and May 6, 1987. Approximate locations and depth of filled ground and extent of earth-work construction covered in this report are indicated on attached Plate No. 1 entitled "Test Location Sketch." Grading operations were performed in remove and recompact loose native and/or fill soils and to create seven level building pads to accommodate the proposed subdivision. The site was graded in accordance with recommendations set forth in our previously submitted report and conforms to project plans. LABORATORY TESTING: Representative soils samples were collected and returned to the laboratory for testing. Optimum moisture-maximum density tests were performed in accordance with ASTM D-1557 and are tabulated on attached Plate No. 2, entitled "Tabulation of Test Results." SOIL CONDITIONS: Native soils encountered were silty-sands. Fill soils were imported and generated from the on-site excavation. The subdivision contains areas with transition from cut to fill. However, the proposed building areas are all cut or all fill, as tabulated on Plate No. 3. Therefore, no consideration need be given this characteristic. Expansive soils were observed during grading. However, they were placed in deeper fills or blended with non-expansive soil. It is our opinion expansive soils lay in a non-detrimental condition and conventional construction may be uti lized. Fill soils were placed, watered, and compacted in six inch lifts. Prior to earth-work construction, areas where fill was placed, were scarafied, watered, and compacted to a minimum of ninety percent. To determine the degree of compaction, field density tests were performed in accordance with ASTM D-1556 or D-2922 at the locations designated on attached Plate No. 1. A tabulation of test results and their vertical locations are presented on attached Plate No. 2. During grading operations, all fill soils found to have a relative compaction of less than ninety percent were reworked until the proper compaction was achieved. COMPACTION LABS, INC. SOIL TESTING & INSPECTION SERVICES RECOMMENDATIONS AND CONCLUSIONS: Continuous inspection was not requested to verify fill soils were placed in accordance with current standard practices regarding grading operations and earth-work construction. Therefore, as economically feasible as possible, part time inspection was provided. Hence, the following recommendations are based on the assumption that all areas tested are representative of the entire project. Compacted fill and natural ground have adequate strength to safely support the proposed loads. Slopes are stable as constructed with relation to deep seated failure; provided they are properly maintained. Slopes should be planted within 30 days of this report date, with a light groundcover (no iceplant) indigenous to the area. This will reduce the probability of failure as a result of erosion. Temporary slopes, to be retained and/or completed at a later date, should be considered unstable and may prove to be a detrimental condition. Continuous footings having a minimum width of 12 inches and founded a minimum of 12 and 18 inches below lowest adjacent grade for one and two story, respectively, will have, an estimated allowable bearing value of 2500 pounds per square foot. Footings located on or adjacent to slopes should be founded at a depth such that the horizontal distance from the bottom outside face of footing to the face of the slope is a minimum of eight feet. 4.. All continuous footings should be reinforced with a minimum of one #4 bar top and bottom. Completion of grading operations were left at rough grade. We, therefore, recommend a landscape architect be contacted to provide finish grade and drainage recommendations. Prior to pouring of concrete, Compaction Labs, Inc., should be contacted to inspect foundation recommendations for compliance to those setforth. During placement of concrete, Compaction Labs, Inc., and/or a qualified concrete inspector should be present to document construction of foundations. 0 \ i3 LO7 't 017. L07 S Z?. N ,/ COMPACTION LABS SOIL TESTING LOT 3 .3. \ .39 se loe 4 LOT Z • .2. .31 0 16 T.ST LOLcToIP \ \••\ •• PROJECT No. CL-1405 \ PLATE No. 1 COMPACTION LABS, INC. SOIL TESTING & INSPECTION SERVICES UNCERTAINTY AND LIMITATIONS: It is the responsibility of the owner and/or his representative to carry out recommendations set forth in this report. San Diego County is located in a high risk area with regard to earthquake. Earthquake resistant projects are economically unfeasible. Therefore, damage as a result of earthquake is probable, and we assume no liability. We assume the onsite safety of our personnel only. We cannot assume liability of personnel other than our own. It is the responsibility of the owner and contractor to insure construction operations are conducted in a safe manner and in conformance with regulations goverened by CAL-OSHA and/or local agencies. If you have any questions, please do not hesitate to contact us. The opportunity of working with you is sincerely appreciated. Respectfully submitted, COMPACTION LABS, INC. a ~1 '&4 It Alan H. Sargent, President AHS/pjr cc: (3) submitted Dale R. Regli, RCE 19393 7/01/87 U I, 1I It 7/%/7 II 7/06/87 It U It Is I, C r4CO JI 153 .5 155 .5 155 .5 154.5 155.5 156.5 157.5 156.5 157.5 158.5FG 158.5FG 159.OFG 159.OFG 159.OFG 158.5FG 158. OFG 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 COMPACTION LABS, INC. SOIL TESTING & INSPECTION SERVICES - TABULATION OF TEST RESULTS - C ro dP cz4'- CflE4 11.7 113.7 I 86.1k 7.7 118.6 I 89.8* 4.8 126.3 I 957* 9.7 118.9 I 90.0 14.4 120.8 I 91.5 11.6 120.2 I 91.1 9.0 119.3 I 90.3-. 10.8 119.5 I 90.5 11.6 121.2 I 91.8 7.0 121.4 V 97.2 6.4 120.9 V 96.9 6.2 119.0 V 95.3 3.7 115.1 I 87.2*. 6.4 120.0 V 96.1 12.5 120.3 I 91.1 11.8 122.0 I 92.4 Remarks: Test No.'s 32, 33, 34 and 44, undisturbed native soils, 85% minimum required. Optimum Moisture, Maximum Density Soil Description Brown Silty-Sand Gray-Brown Fine Silty-Sand Orange-Brown Sandy-Clay Brown Sandy-Clay Red/Orange Silty-Sand Maximum Dry Density Type (lb/cu.ft) I 132.0 II 119.7 III 122.2 IV 114.0 V 124.8 Optimum Moisture (% dry wt.) 9.0 13.3. 13.2 17.5 9.0 Project No. CL-1405 Plate No. 2 COMPACTION LABS, INC. SOIL TESTING & INSPECTION SERVICES CARLSBAD TRACT NO. 81-50 PUD-37 Lot No. 1 Fill 2 Fill 3 Cut 4 Cut 5 Fill 6 Fill 7 Fill Project No. CL-1405 Plate No. 3 - COMPACTION LABS, INC. SOIL TESTING & INSPECTION SERVICES July 9, 1987 Project No. CL-1405 Mike O'Garra 3229 Valley Street Carlsbad, CA 92008 Subject: Report of Certi-fictXbir-of Compacted Fill Ground Carlsbad Traidt. No. Valley Stree't.. Carlsbad, CA1ifTW1a Dear Mr. O'Garra, In response to your request, the following report has been prepared to indicate results of soil test, observations, and inspection of earth-work construction at the subject site. Testing and inspection was performed between July 1 and 6, 1987. Briefly, our findings reveal filled ground has been compacted to a minimum of ninety percent. Therefore, we recommend construction continue as scheduled. SCOPE: Our firm was retained to observe grading operations with regard to current standard practices and to determine the degree of compaction of placed fill. Grading plans were prepared by Joseph K. Lukowski. Grading operations were perCormed by Ray Carlin of Alpine, California. Post Office Box 271338, Escondido, CA 92027 • (619) 741-5289 COMPACTION LABS, INC. SOIL TESTING & INSPECTION SERVICES August 4, 1987 Project No. CL-1405 Mike O'Garra 3229 Valley Street Carlsbad, CA 92008 Subject: ADDENDUM REPORT Carlsbad Tract No. 81-50, PUD-37 Valley Street Carlsbad, California Dear Mr. O'Garra, Per your request, we have reviewed our previously submitted report dated July 9, 1987. The septic tank and leach lines encountered on Lot #2 were removed and replaced with properly compacted soil to grade. Soil types 1 thru4, inclusive, were encountered as on-site native materials. Soil type 5 was imported. If you have any questions, please do not hesitate to contact us. The opportunity of working with you is sincerely appreciated. Respectfully submitted, COMPACTION LABS, INC. Alan H. sarght President AHS/pjr cc: (3) submitted az4l- Dale R. Regli RCE 19393 Post Office Box 271338, Escondido, CA 92027 • (619) 741-5289 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 3$TRICT: Carlsbad Unified San Marcos Unified 801 Pine Avenue 270 West San Marcos Blvd. Carlsbad, CA 92008 (457-4985) San Marcos, CA 92069 (744-4776) Encinitas Union Elementary San Dieguito Union High School 189 Union Street 625 North Vulcan Encinitas, CA 92024 (944-4306) Encinitas, CA 92024 (753-6491) Project Applicant: ,d4DJ, APNf_- a, -9 Project Address: /3o J7j1i5 C7 RESIDENTIAL: SQ. FT. of living areaF'71 -' Number of dwelling units SQ. FT. of covered area SQ. FT. of garage area COMMERCIAL/ INDUSTRIAL: SQ. FT. AREA Prepared By Date FEE CERTIFICATION (To be completed by the School District) Applicant has complied with fee requirement under Government Code 53080 Project is subject to an existing fee agreement Project is exempt from Government Code 53080 Final Map approval and construction started before September 1, 1986. (other school fees paid) Other - Residential Fee Levied: $3j °t- based on sq. ft.@ I. O Comm/Indust Fee Levied: $ based on sq.- ft.@ 1 District Official Title te 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.