The URL can be used to link to this page

Home My WebLink About1308 PINE AVE; ; CB951881; PermitCity of Carlsbad RESIDENTAL ADD/ALT Permit No:CB951881 1308 PINE AV RAD 2050200800 1555 SF ADD + 350 SF DECK Job Address: Permit Type: Parcel No: Reference No: PC #: Project Title: FINAL 12/22/1995 2/20/1996 2/20/1996 Status: Applied: Approved: Issued: Inspect Area: Lot #: Applicant: BECHTHOLD, DWAIN 525-226 W. EL NORTE PKY. ESCONDIDO, CA. 619-741-5542 Owner: DEJONG ARIE III E&SILVA 00130104993 Strong Motion Fee $15.00 00136104221 Building Permit $818.00 00136104222 * PLUMBING TOTAL $91.00 00136104223 * ELECTRICAL TOTAL $20.00 00136104224 * MECHANICAL TOTAL $24.00 00136104885 Plan Check $532.00 35100005571 PLDA B $1,420.00 $2,920.00 $0.00 $2,920.00 $0.00Fees:Additional Fees:Total Fees:Balance: PERMIT APPUCATION City of CarLsbad BuiLding Department 2075 Las Palmas Dr., Carlsbad, CA 92009 (619) 438-1161 From List 1 (see back) give code of Permit-Type: --------------------------------------------------------- For Residential Projects Only: From List 2 (see back) give Code of Structure-Type: Net Loss/Gain of Dwelling Units PLAN CHECK NO. 9 /7 r/ ESTVAL /4'C 170 PLAN CK DEPOSIT 5-3 P- VALID. BY 7' 1 DATE 2LiI__ i 5272 12/22/95 C-PRMT 523 00 2. PROJECT LNFORMA11ON FOR OFFICE USE ONLY Address Building or Suite No. 13o P. A1-(f Nearest Cross Street LEGAL DESCRIPTION Lot No. subdivision Name/Number Unit No. Phase No. -cS7o_og' -cc) CHECK BELOW SUB IF MITTED: '2 Energy Calcs 02 Structural Calcs 02 Soils Report Addressed Envelope ASSESSOR'S PARCEL DUSTING USE PROPOSED USE DESCRIPTION OF WORK SQ. FT. /533 A Pi 7/0r.,' # OF STORIES Z.- # OF BEDROOMS # OF BATHROOMS Z. J. UJNIA(JI PERSON (it different from applicant) NAME (last name first) ADDRESS -- ..q' i-I r14 OL .g 2s - ' (*) CITY . STATE cz4 ZIP CODE 9-o7' DAY TELEPHONE 6/9 7//— CV2.. T77 FULAN I WUUNlIUR U AGENT FOR CONTRACIOH DOWNER U AGENT FOR OWNER NAME (last name first) I ADDRESS 9 w1Th criv D.t.o S Z( a.' Ec Yo73 Pk/ CITY STATE .4 ZIP CODE 'rjz. DAY TELEPHONE 5. PROPERTY OWNER NAME (last name first) ADDRESS IO CITY STATE ZIP CODE DAY TELEPHONE 74 7-7 7 NAME (last name first , ADDRESS .. 344i CITY STATE e A ZIP CODE cF210 2_6 DAY TELEPHONE STATE UC. # 3''/ST'1 b LiCENSE CLASS CITY BUSINESS UC. # j7O(D9/ ' UL1WNLK VML ijast name iirstj . ADL)RESS Z - . - 6 e. ,'c11r CITY E- C. STATE C 01 ZIP CODE q 2to 7.e DAY TELEPHONE 7'-j - STATE UC. # 7. WORKERS' WMPENSATION Workers' Compensation Declaration: I hereby affirm that I have a certificate of consent to self-insure issued by the Director of industrial Relations, or a certificate of Workers' Compensation Insurance by an admitted insurer, or an exact co-3y or duplicate thereof certified by the Director of the insurer thereof filed with the Building Inspection Department (Section 3800, Lab. C). INSURANCE COMPANY POLiCY NO. EXPIRATION DATE Certificate of Exemption: I certily that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to he Workers' Compensation Laws of California. SIGNATURE 7 DATE Owneir-Builder Declaration: I hereby affirm that I am exempt from the Contractors License Law for the following reason: I, as owner of the property or my employees with wages as their sole compensation, will do the work and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or through his own employees, provided that such improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner-builder will have the burden of proving that he did not build or improve for the purpose of sale.). O I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and contracts for such projects with contractor(s) licensed pursuant to the Contractor's License Law). I am exempt under Section Business and Professions Code for this reason: (Sec. 7031.5 Business and Professions Code: Any City or County which requires a permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for such permit to file a signed statement that he is licensed pursuant to the provisions of the Contractor's License Law (Chapter 9, commencing with Section 7000 of Division 3 of the Business and Professions Code) or that he is exempt therefrom, and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars [$500]). SIGNATURE DATE COMPLETE THIS SECTION FOR NON-RESIDENTIAL BUILDING PERMITS ONLY: Is the applicant or future building occupant required to submit a business plan, acutely hazardous materials registration form or risk management and prevention program under Sections 25505, 25533 or 25534 of the Presley-Tanner Hazardous Substance Accoint Act? DYES ONO Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? DYES ONO Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? DYES ONO IF ANY OF THE ANSWERS ARE YES A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED AFTER JULY 1, 1989 UNLESS THE APPLICANT HAS MET OR IS MEETING THE REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AR POLLUTION WN11IOL DISTIUCF. WNSThUCI1ON LENDING AGENCY I hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued (Sec 3097(1) Civil Code). LENDER'S NAME /\/(,) fL LENDER'S ADDRESS APPL[CAN UJ{.iFICATlON I certify that I have read the application and state that the above information is correct. 1 agree to comply with all City ordinances and State laws relating to building construction. I hereby authorize representatives of the City of Carlsbad to enter upon the above mentioned property for inspection purposes. I ALSO AGREE TO SAVE INDEMNIFY AND KEEP HARMLESS THE CITY OF CAIIISBAD AGAINST ALL LIABIlITIES, JUDGMENTS, (X)STS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT. OSHA: An OSHA permit is required for excavations over 5,0" deep and demolition or construction of structures over 3 stories in height. Expiration. Every permit issued by the Building Official under the provisions of this Code shall expire by limitation and become null and void if the building or work authorized by such permit is not comnwnced within 365 dasthy1ate of such permii if the building or work authorized by such permit is suspended or abandoned t tim thorscommenc for period9I80)a (Section 303(d) Uniform Building Code). APPUCANTS SIGNATURE -DATE: IZ. ?- Q 0 INSPECTOR AREA PY PLANCK# CB951881 0CC GRP R3/M1 CONSTR. TYPE VN STE: LOT: 619-741-5542 JOB ADDRESS: 1308 PINE AV APPLICANT: BECHTHOLD, DWAIN CONTRACTOR: OWNER: REMARKS: MW/DWAYNE/741-5542 SPECIAL INSTRUCT: TOTAL TIME: CD LVL DESCRIPTION 19 ST Final Structural 29 PL Final Plumbing 39 EL Final Electrical 49 ME Final Mechanical CITY OF CARLSBAD INSPECTION REQUEST PERMIT# CB951881 FOR 12/11/96 DESCRIPTION: 1555 SF ADD + 350 SF DECK PHONE: PHONE: PHONE : INSPECTOR lop ACT COMMENTS ***** INSPECTION HISTORY ***** DATE 120396 091096 083096 083096 083096 062496 062496 062496 062496 040396 032896 031996 030896 DESCRIPTION Final Combo Interior Lath/Drywall Frame/Steel/Bolting/Welding Rough Electric Rough/Ducts/Dampers Shear Panels/HD's Roof/Reroof Sewer/Water Service Rough/Topout Underground/Under Floor Ftg/ Foundation/Piers Ftg/ Foundation/Piers Ftg/ Foundat ion/ Piers ACT INSP COMMENTS CO PY AP PY AP PY ADD SMOKE DET @ HALLWAY AP PY AP PY AP PY AP PY AP PY AP PY AP PY OK TO SHEATH AP PY 3 POST FTGS AP PY STEM WALLS PA PD FTGS OK INSULATION CERTIFICATION This is to certify that insulation has been installed in conformance with the current energy regulation, California Administrative Code, Title 24, State of California, in the building located at: SITE ADDRESS /2f CEILINGS Batts: Type Fiberglass Manufacturer Owens/Corning Thickness 9½" R-Value 30 Blown: Type Manufacturer - Thickness R-Value EXTERIOR WALLS Type Fiberglass Manufacturer Owens/Corning Thickness 3½ R-Value _13 FLOORS Type Fiberglass Manufacturer Owens/Corning Thickness 6 1/4"R-Value 19 General Contractor License # By Title Date Schmid Insulation Contractors, Inc. License # 221517 C-2 Byj b' Title Vice President Date INSULATION CERTIFICATION This is to certify that insulation has been installed in conformance with the current energy regulation, California Administrative Code, Title 24, State of California, in the building located at: SITE ADDRESS /&P CEILINGS Batts: Type Fiberglass Manufacturer Owens/Cdining Thickness 931" R-Value 30 Blown: Type Manufacturer Thickness RValue EXTERIOR WALLS Type Fiberglass Manufacturer Owens/Corning Thickness 3½"- R-Value 13 FLOORS Type Fiberglass Manufacturer Owens/Corning Thickness 6 114"R -Value 19 General Contractor License By Title Date Schmid Insulation Contractors, Inc. License Y 221517 C-2 By -0.Title Vice President Date 1ti6 SAN DIEGO AREA RESIDENTIAL CIRCUIT CARD AND LOAD SUMMARY (1990 NEC) THIS CARD MUST BE FILLED OUT AND AVAILABLE AT THE SERVICE EQUIPMENT FOR THE ROUGH INSPECTION ADDRESS J I At /' A flic PERMIT # OWNER ,rp. J.&& PHONE -79- 7sj0? CENSUS TRACT # CONTRACTOR J0 y' O,sjç/1 PHONE .7L.) I L AREA IN SO. FT. PANEL '- PA'- T _______A.iC. VOLTS - WIRE LOCATION Q(T BKR SIZE WIRE S MIS C LTG REC REC LTG MISC WIRE SIZE rrYPE BKR size KT LOCATION F4M/LLrzc A.11LI Iz.-i ! i w t.,7- - - ±L2 git.7 /5— .L Nalel&), U,' 5 1 i±( l/2 dVN, l/ 1&j ig 6 III 'e ..L - - .. - sr _ - *2c— n - ' IZ' ettm-e - ,2 ii4frg 12 13 14 15 16 17 18 19 20 21 .22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40- 41 42 MAIN: 0 AMP BKR/FUSE 0 MLO COMPUTED LOAD AMPS BUS: AMP See Calculation Worksheet on back. (4 SERVICE ENTRANCE OR FEEDER CONDUCTORS: BRANCH CIRCUITS REQUIRED: A) SIZE: NO. 8) TYPE: CU 0 AL LIGH11NG CIRCUITS 220 3( 4(d) C' INSULATION TWO SMALL APPLIANCE CIRCUITS 22o -4(b) D) CONDUIT SIZE: LAUNDRY CIRCUIT ,,-,, 220.4(c) CENTRAL HEATING EQUIPMENT 422-7 SERVICEGROUNDIBOND: REMARKS AiL BOAM et (ztRs & A) SIZE: NO. B) TYPE: 0 CU 0 AL Ato CI4-41 C) CLAMP LOCATION(S): O (jTER 250.81(c) 0 WATER PIPE 250-80(a), 81(a) 1X1 D C40U ND FO D . ' 250- 83(c ) I certify that all terminations have been torqued ir accordance with manufacturer's ..J instrutions and that the work shown on this circuit card represents the full 0 . extent of the work performed under this permit, TIONS 210-8,6807O: GFCI LOC~0 OWNER li'- Dj JQfJ O BATHROOM (S) 0 KITCHEN 0 CONTRACTOR O GAi'AGE (5) 0 HYDROMASSAGE TUB 0 O4TD00RS 0 SIGNED DATE REFERENCE Sn Diego Electrical NwsIetter 215-5 # BUILDING PERMIT Permit No: CB951881 02/20/96 12:28 Project No: A9502742 Page 1 of 1 Development No: Job Address: 1308 PINE AV Suite: Permit Type: RESIDENTAL ADD/ALT 6113 02/20/96 0001 01 32 Parcel No: 205-020-08-00 Lot#: C-PRMr 239? 0) Valuation: 150,020 Construction Type: VN Occupancy Group: R3/M1 Reference#: Status: ISSUED Description: 1555 SF ADD + 350 SF DECK Applied: 12/22/95 Apr/Issue: 02/20/96 Entered By: TP Appl/Ownr : BECHTHOLD, DWAIN 619-741-5542 525-226 W. EL NORTE PKY, ESCONDIDO, CA. 92026 *** Fees Required *** Fees Collected & Credits // -- if Fees: 2,920.00 - Adjustments: /00 f Total Credit.:: .00 Total Fees: 2,910.00 Tot Payi1ht:. \ 523.00 / Balance Due: 2,397.00 Fee description Unit : FeetiJit Ext fee Data Building Permit : 818.00 Plan Check ? ,/ T 532.00 Strong Motion Fee '- '.'- 15.00 * BUILDING TOTAL .; / I 1 1365.00 Enter "1" for Plumbinq Issue \Fee&, V I (' P11 / 20.00 y Each Plumbing Fixture or Trap -. 7.00 / 56.00 Each Building Sewer \ /15.00 / 15.00 * PLUMBING TOTAL - I / -. / 91.00 Enter "Y" for Electric tsue -Fe I- e&> V' '. > 10.00 Y Enter ' I ' for Remodel \ -. / 10 .00 1 * ELECTRICAL TOTAL 7 '-V '' 20.00 Enter 'I' for Mechanical Issue C - / 15.00 1 Install Furn/Ducts/Heat Pumps.. . J '•) '1 9.00 9.00 * MECHANICAL TOTAL 24.00 PLDA B > .42 1.20.00 L IN LAPPROVALJ I NSP. - - DATE 12 CLEARAN E'2cT/t -' CITY OF CARLSBAD 2075 Las Palmas Dr., Carlsbad, CA 92009 (619) 438-1161 WESTERN SOIL AND FOUNDATION ENGINEERING, INC. PHONE 746-3553 423 HALE AVENUE AREA CODE 619 ESCCNDIDO, CALIFORNIA 92025 FOUNDATION EXCAVATION INSPECTION REPORT Date: — HAPZ 1916 Job No._________ Client: Location:P,A4'e 14Ve (', -/h,- Building Permit No. Plan File No. Other: (J11ffrS. rJ(JulffA '7/'1f -hrff)•,Ja' rJ,i-J F' f'/VJ1,1c(1OA U /7. / J I / A ''' Signature: iT/f'/ ,k4 / 7'53 7/4//9 7 Project Name: e WESTERN SOIL AND FOUNDATION ENGINEERING, INC. PHONE 746-3553 423 HALE AVENUE AREA CODE 619 ESCONDIDO, CALIFORNIA 92025 FOUNDATION EXCAVATION INSPECTION REPORT Date:M4 To 5 1% Project Name: he_n Job No._______ Client: 0 Location: Building Permit No. Plan File No. Other: o i' C c 'S b 4p 's1QP\ k)S fl I EsGil Corporation Professiona(T[an Review Engineers DATE: FEB 12, 1996 JURISDICTION: CARLSBAD PLAN CHECK NO.: 95-1881 PROJECT ADDRESS: 1308 PINE AVE. PROJECT NAME: SFR (ADDITION) SET: II AT LI JURIS.. 0FIRE LAN REVIEWER LI FILE 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 ********** codes when minor deficiencies identified below are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. The applicant's copy of the check list has been sent to: Esgil Corporation staff did not advise the applicant that the plan check has been completed. Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Date contacted: (by: ) Telephone #: LI REMARKS: By: ALl SADRE Enclosures: Esgil Corporation GA CM U GP [] PC 2/9 trnsmtl.dot 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (619) 560-1468 • Fax (619) 560-1576 EsGiI Corporation Professional Plan Review ¶Engineers DATE: JAN 3, 1996 JURISDICTION: CARLSBAD PLAN CHECK NO.: 95-1881 PROJECT ADDRESS: 1308 PINE AVE. PROJECT NAME: SFR (ADDITION) SET:! CANT U JURI U FIRE LAN REVIEWER U FILE The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's *********** codes. The plans transmitted herewith will substantially comply with the jurisdiction's ********** codes when minor deficiencies identified below are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. The applicant's copy of the check list has been sent to: DWAIN BECHTHOLD 525-226 W. EL NORTE PARKWAY, ESCONDIDO, CA 92026 Esgil Corporation staff did not advise the applicant that the plan check has been completed. Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Date contacted: (by: ) Telephone #: El REMARKS: By: ALl SADRE Enclosures: Esgil Corporation GA CM GP n PC 12/26 trnsmtldot 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (619) 560-1'-68 • Fax (619) 560-1576 CARLSBAD 95-1881 JAN 3, 1996 PLAN REVIEW CORRECTION LIST SINGLE FAMILY DWELLINGS AND DUPLEXES PLAN CHECK NO.: 95-1881 JURISDICTION: CARLSBAD PROJECT ADDRESS: 1308 PINE AVE. FLOOR AREA: 1555 ADD STORIES: 2 HEIGHT: 22 REMARKS: DATE PLANS RECEIVED BY JURISDICTION: 12/22 DATE INITIAL PLAN REVIEW COMPLETED: JAN 3, 1996 DATE PLANS RECEIVED BY ESGIL CORPORATION: 12/26 PLAN REVIEWER: AL! SADRE FOREWORD (PLEASE READ): This plan review is limited to the 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 disabled. This plan review is based on regulations enforced by the Building Department. You may have other corrections based on laws and ordinance by the Planning Department, Engineering Department, Fire Department or other departments. Clearance from those departments may be required prior to the issuance of a building permit. Present California law mandates that residential construction comply with Title 24 and the following model codes: 1991 UBC (effective 8/14/92), 1991 UPC (effective 8/14/92), 1991 UMC (effective 8/14/92) and 1990 NEC (effective 7/1/91). The above regulations apply to residential construction, regardless of the code editions adopted by ordinance. The following items listed need clarification, modification or change. All items must be satisfied before the plans will be in conformance with the cited codes and regulations. Per Sec. 303 (c), 1991 Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law. To speed up the recheck process, please note on this list (or a copy) where each correction item has been addressed, i.e., plan sheet number, specification section, etc. Be sure to enclose the marked up list when you submit the revised plans. LIST NO. 1 GENERAL SINGLE FAMILY DWELLINGS AND DUPLEXES WITHOUT SUPPLEMENTS (1991 UBC) r3forw.dot CARLSBAD 95-1881 JAN 3, 1996 1. Please make all corrections on the original tracings and submit two new sets of prints to: Esgil Corporation, 9320 Chesapeake Drive, Suite #208, San Diego, California 92123, (619) 560-1468. 2. Specify on the Title Sheet of plans the gross floor area of the deck and balcony. Section 302(d). 3. Show locations of permanently wired smoke detectors with battery backup: a) Inside each bedroom. NOTE: Detectors shall sound an alarm audible in all sleeping areas of the unit. Section 1210 4. Provide a battery operated smoke detector in the existing bedroom, sheet # 2. Section 1210. 5. Note that the discharge point for exhaust air from bathrooms will be at least 3 feet from any opening into the building. Section 1205(c). 6. Show safety glazing in the following locations, per Section 5406(d): Where the nearest edge of glazing is within a 24-inch arc of either side of a door in a closed position. For opening adjacent to 3 x kitchen door, sheet # 2, if glazed. Glazing greater than 9 square feet with the bottom edge less than 18" above the floor and the top edge greater than 36" above the floor. At M.B.R. French door. C) Glazing in shower and tub enclosures (including windows within 5 feet of tub or shower floor. This applies to 2 x 2 bath window. 7. Note openings between deck railings shall be less than 4". The triangular openings formed by the riser, tread and bottom elements of a guardrail at a stair shall be less than 6". Section 1712. 8. 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. 9. All handrails, per Section 3306 (i), shall satisfy the following: Provide handrail for stairways with 4 or more risers. Handrails and handrail extensions shall be 34" to 38" above the nosing of treads. The handgrip portion of handrails shall be not less than 1-1/2", nor more than 2" in cross-sectional dimension. 10. Provide skylight I.C.B.O. approval number. CARLSBAD 95-1881 JAN 3, 1996 11. Note on the plans: "Attic ventilation openings shall be covered with corrosion resistant metal] mesh with mesh openings of 1/4-inch ir dimension." Section 3205(c). 12. Show details of existing garage one-hour fire protection on the garage side of walls and ceiling common to the dwelling. Table 5-13, Section 503 (d). 13. All new residential buildings, including additions, require a soils report. Please submit two copies. Exception: If a room addition is limited to one story and 1000 sq. ft. in area, then a soils report is not required. Esgil Corporation will advise the City to place their soils notice stamp on the plans. 14. Per soils report, note on the plan the soils classification, whether or not the soil is expansive and note the allowable bearing value. Section 2905 (c). 15. 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, the soils expansive characteristics and bearing capacity conform to the soils report." 16. Show foundation bolt 12" o.c. spacing at ends and corners. Section 2907 (f). 17. Specify embedment, size, I.C.B.O. number and manufacturer of power driven pins and expansion anchors. Show edge and end distances and spacing. Section 302 (d). 18. Hold downs are required, note on plan that hold down anchors must be tied in place prior to foundation inspection. Section 305 (e) I. 19. Show minimum underfloor access of 18" x 24" for all under floor areas on foundation plans. Section 2516 (c)2. 20. Specify nail size and spacing for floor and roof diaphragms. Indicate required blocking. Maintain maximum diaphragm dimension ratios. [Tables 25 I and J]. 21. Specify nail size and spacing for all shear walls. Indicate required blocking. Maintain maximum diaphragm dimension ratios. [Tables 25 I, K and Section 4714 (d)]. 22. Show clearance between top plate of interior partitions and bottom chord of trusses. (To ensure nonbearing condition between supports as designed). S CARLSBAD 95-1881 JAN 31 1996 Provide calculations for 4 x 8 floor girders on sheet # 3 (supporting two floors) and footings. Section 302 (b). Provide calculations for lateral loads, shear panels, and shear transfer. Section 302 (b). Individual concrete 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. Sections A & B on sheet #7. Show the size, and location of FAU's on plans. Show minimum 30" deep unobstructed working space in front of furnace. Section 505, UMC. Show source of combustion air to furnace, per Chapter 6, LIMC. Note on plan: Gas vents and noncombustible piping in walls, passing through three floors or less, shall be effectively draft stopped at each floor or ceiling. UBC, Section 1706 (c). Show on the plan that ground-fault circuit-interrupter protection complies with 1990 NEC Art. 210-8, which reads as follows: All 125-volt, single-phase, 15- and 20- ampere receptacles installed outdoors and within 6 feet of a kitchen sink. Show water heater size, type and location on plans. UPC, Section 1301. Note on the plans that "combustion air for fuel burning water heaters will be provided in accordance with the Uniform Plumbing Code". Show T and P valve on water heater and show route of discharge line to exterior. UPC, Section 1007 (e). Show that water heater is adequately braced to resist seismic forces. UPC, Section 1310. New water closets and associated flushometer valves, if any, shall use no more than 1.6 gallons per flush and shall meet the Health & Safety Code, Section 17921.3(b). Provide a copy of the energy calculations to Esgil for review. Provide a note on the plans stating 'All new glazing (fenestrations) will be installed with a certifying label attached, showing the U-value." CARLSBAD 95-1881 JAN 3, 1996 Note that two 3/4fl copper pipes must be installed to the most convenient future solar panel location when the water heater is not in a one story garage and is not directly below the most south facing roof. (City Ordinance No. 8093). All piping for present or future solar water heating must be insulated when in areas that are not heated or cooled by mechanical means (city policy). Reflect the cased opening adjacent to the kitchen 3 x door, per sheet # 2, on East elevation plans, sheet # 6. Reflect all inked in changes on revised plans. Switch the kitchen door and window on East elevation plans, on sheet # 6. Show straps connecting new to existing construction. Show stair framing plans on first floor framing plans. Provide a shear wall schedule and label all shear resisting elements on plans. Show R/W deck framing and foundation plans with details and references. Show all straps and drag connections on framing plans. Provide details of the ledger connections on plans for the 2 x 6 ceiling joists and the pony wall, per section 13-1317. To speed up the review process, note on this list (or a copy) where each correction item has been addressed, i.e., plan sheet, note or detail number, calculation page, etc. Please indicate here if any changes have been made to the plans that are not a result of corrections from this list. If there are other changes, please briefly describe them and where they are located in the plans. Have changes been made to the plans not resulting from this correction list? Please indicate: L3 Yes UNo The jurisdiction 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 review for your project. If you have any CARLSBAD 95-1881 JAN 3, 1996 questions regarding these plan review items, please contact ALl SADRE at Esgil Corporation. Thank you. CARLSBAD 95-1881 JAN 3, 1996 VALUATION AND PLAN CHECK FEE JURISDICTION: CARLSBAD PLAN CHECK NO.: 95-1881 PREPARED BY: ALl SADRE DATE: JAN 3, 1996 BUILDING ADDRESS: 1308 PINE AVE. BUILDING OCCUPANCY: R-3/M-1 TYPE OF CONSTRUCTION: V-N BUILDING PORTION BUILDING AREA (sq. ft.) VALUATION MULTIPLIER VALUE ($) LIVING 1,555 94 146,170 DECK 350 11 3,850 Air Conditioning Fire Sprinklers TOTAL VALUE 150,020 UBC Building Permit Fee: UBC Plan Check Fee: $ 531.70 Comments: Sheet 1 of I valuefee.dot City of Carlsbad BUILDING PLANCHECK CHECKLIST BUILDING ADDRESS: PLANCHECK NO. CB PROJECT DESCRIPTION: ASSESSOR's PARCEL NUMBER: A JS -L-D A 0 -,'F' EST. ENGINEERING DEPARTMENT APPROVAL The Item you have submitted for review has been approved. The approval Is based on plans, information and/or specifications provided In your submittal; therefore any changes to these Items after this date, Including field modifications, must be reviewed by this office to insure continued conformance with applicable codes. Please review carefully all comments attached, as failure to comply with Instructions In this report can result In suspension of permit to build. A Right-of-Way permit is required Mato Construction of the following improvements: DENIAL Please the attached report of deficiencies marked with Make necessasy corrections to plans or specifications for compliance with applicable codes and standards. Submit corrected plans and/or specifications to this office for review. B2Y)!Zc' By: Date:________ By: Date:_________ ATTACHMENTS ENGINEERING DEPT. CONTACT PERSON Dedication Application D Dedication CMckM El Improvement Application 0 Improvement Checklist 0 Future improvement Agreement 0 Grading Permit Application O Grading Submittal Checklist O RIght of Way Permit Application 0 Right of Way Permit Submittal Checklist and Information Sheet 0 Sewer Fee information Shest NAM/22,c6,-,,,e City of Carlsbad ADDRESS: 2075 Las Palmas Or.. Carlsbad, CA 92009 PHONE: f6191 438-1161, Et 9.3i'S A-4 PO0C6CHKL2T5P0001.FRM REV 05/11/94 2075 Las Palmas Dr. • Carlsbad, CA 92009-1576 • (619) 438-1161 • FAX (619) 438-0894 BUILDING PLANCHECK CHECKLIST 1 St/2nd,' 3rd,' [.' 0 0 1. Provide a fully dimensioned site plan drawn to scale. Show: North Arrow D. Property Lines Easements Existing & Proposed Structures E. Easements Existing Street Improvements F. Right-of-Way Width & Adjacent Streets 0 2. Show on site plan: Drainage Patterns C. Existing Topography Existing & Proposed Slopes 0 0 3. Include note: "Surface water to be directed away from the building foundation at a 2% gradient for no less than 5' or 2/3 the distance to the property line (whichever is less)." [Per 1985 UBC 2907(d)51. On graded sites, the top of any exterior foundation shall extend above the elevation of the street gutter at point of discharge or the inlet of an approved drainage device a minimum of 12 Inches plus two percent" (per 1990 UBC 2907(d)5.). 0 4. Include on title sheet Site address Assessor's Parcel Number Legal Description For commercial/Industrial buildings and tenant improvement projects, include: Total building square footage with the square footage for each different use, existing sewer permits showing square footage of different uses (manufacturing, warehouse, office, etc.) previously approved. B(IS11NG PERMIT NUMBER DESCRIPTION PAD0cmcnxLs1\aP0001.FRM Peg. 1 014 REV 0511114 BUILDING PLANCHECK CHECKLIST 1$jKndv' 3rd,/ woo DISCRETIONARY APPROVAL COMPLIANCE 5. Project does not comply with the following Engineering Conditions of approval for Project No. Conditions were complied with by: Date:_________________ DEDICATION REQUIREMENTS O 0 0 6. Dedication for all street Rights-of-Way adjacent to the building site and any storm drain or utility easements on the building site is required for all new buildings and for remodels with a value at or exceeding $_____________ -pursuant to Code Section 18.40.030. Dedication required as follows: Attached please find an application form and submittal checklist for the dedication process. Provide the completed application form and the requirements on the checklist at the time of resubmittal. Dedication completed by Date:__________ -$0 IMPROVEMENT REQUIREMENTS 0 7a. All needed public improvements upon and adjacent to the building site must be constructed at time of building construction whenever the value of the construction exceeds L24, o 0 C.) -pursuant to Code Section 18.40.040. Public improvements required as follows: 0,-t,& 4iwZ2L - Pleses have a registered CMI Engineer prepare appropriate improvement plans and submit them together with the requirements on the attached checklist for a separate pianchick process through the Engineering Depailment. Improvement plans must be approved, appropriate securities posted and fees paid prior to issuance of permit Attached please find an application form and submittal checklist for the public improvements requirements. Provide the completed application form and the requirements on the checklist at the time of resubmittal. improvement Plans signed by: Date: PADO5\CHKL31\8POOO1IRM PegS 2 of 4 REV 05/11/94 BUILDING PLANCHECK CHECKLIST L4 U II lb. ConuctIon of the public improvements may be deferred pursuant to code Section f 18.40. Please submit a recent property tltl report or current grant deed on the propelty and processing fee of $_ so we may prepare the necessary Future Improvement Agreement. This agreement must be signed, notariz e d and approved by the City prior to issuance of a Building Permit. Future public improvements required as follows:(LLt4, 44 Improvement Plans signed by: Date:__________ 0 0 7c. Enclosed please find your Future Improvement Agreement. Please return s i g n e d a n d notarized Agreement to the Engineering Department. Future improvement Agreement completed by: Date: o o 0 7d. No Public Improvements required. SPECIAL NOTE: Damaged or de f e c t i v e - improvements found adlacent to building site must be reoaired to the satisfaction o f thó City Inspector prior to occupancy. GRADING PERMIT REQUIREMENTS The conditions that invoke the need for a grading permit are found in Section 11.06.030 of the Municipal Code. O 0 0 Ba. Inadequate information available on Site Plan to make a determination on grading requirements. Include accurate grading quantities (cut, fill import, export). O 0 0 8b. Grading Permit required. A separate grading plan prepared by a registered Civil Engineer must be Submitted together with the completed application form attach e d . NOTE: The Grading Permit must be issued and rough orading approval obtained pr i o r to issuance of a Building Permit, 1 Gradkig Inspector sign off by: Date: 40 [21 0 0 Bc. No Grading Permit required. PD0c$\c*4KL$1\BPOOO1.FRU PS9S 3 d 4 REV 06/1114 BUILDING PLANCHECK CHECKLIST MISCELLANEOUS PERMITS 1 Stv'2fld/ 3rd s/ A RIGHT-OF-WAY PERMIT is required to do work in City Right-of-Way and/or private work adjacent to the public Right-of-Way. Types of work include, but are not limited to: street improvements, trees, driveways, tieing into public storm drain, sewer and water utilities. A separate Right-of-Way permit Issued by the Engineering Department is required for the following: #A6O 10. A SEWER PERMIT is required concurrent with the building permit issuance. The fee is noted in the fees section on the following page. 11. INDUSTRIAL WASTE PERMIT is required. Applicant must complete Industrial Waste Permit Ap licatlon Form and submit for City approval prior to issuance of a Permit Industrial waste permit accepted by: Date: P\Doc6cHKLs1\BP0001J7N PSQS 4 d 4 REV OW1im =$-U =$ ENGINEERING DEPARTMENT ENGINEERING REVIEW SECTION FEE CALCULATION WORKSHEET Estimate based on unconfirmed information from applicant. Calculation based on building plancheck plan submittal. Address:13CR /t4tt' Bldg. Permit No. 018 9svppl Prepared by: 1"404-- Date :Yo/g Checked by:__ Date: J-L1 9 4' EDU CALCULATIONS: List types and ) Types of Use: tLe. q. Ft./Units: ' 7SJZ( EDU's:___________________ Total EDU's: -, ADTCALCULATIONS: List types and square eg c I tageMQraluses, Types of Use: /'342 qlUnits: b 7 S'.SZ( ADTs:___________________ 07) Total ADTs FEES REQUIRE /zfl(-22t2.v'-f PUBLIC FACILITIES FEE REQUIRED 0 YES (O (See BWH O= Department for amount) WITHIN CFD: 0 YES (no bridge & thoroughfare fee, AN reduced Traffic Impact Fee) 0kRK-IN-LIEU FEE PARK AREA:_________ FEE/UNIT: q')gTRAFFIC IMPACT FEE X NO. UNITS:_______ ADT's/UNITS: X FEE/ADT: qkBRIDGE AND THOROUGHFARE FEE ADrs/UNITs: X FEE/ADT: 04" ________ FACILITIES MANAGEMENT FEE ZONE:_________ SOFT.: X FEE/SQ.FT.: #SEWER FEE PERMIT No. EDU's: X FEE/EDU: =$ C3 BENEFIT AREA: DRAINAGE BASIN:______ -)--Lr.. DRAINAGE FEES PLDA________ _______ ACRES: J7. SEWER LATERAL ($2,500 DEPOSIT) *WATER FEE EDU's: X FEE/EDU: =$____________ TOTAL OF ABOVEFEES*: $ *NOTE: This calculation sheet Is NOT a complete list of all fees which may be due. Dedications and Improvements may also be required with Building Permits. P\D0CS\MISF0RMS\BP0002.FRM REV 01/04/95 / EDU's: X FEE/EDU:_______ HIGH ______fLOW______ X FEE/AC: 4)380 PLANNING QIEC]U.IST Plan Check No.93 1W / Add.I i Av e, Planner DAVID RICK Phone 4384161 ext. 328 (Name) APN: . - 1.. Type of Project and Use '<'5 flA , hi Zone Facilities Management Zone D(in/6u #__________ ci±elE (if property in, complete SPECIAL TAX CALCULATION WORKSHEET provided by Building Department.) o1CalI nt . LJ [tern Complete [tern Incomplete - Needs your action 1,2,3 Number in circle indicates plancheck nwber where deficiency was identified 0 EnvironnntaI Review Required: YES - NO '(PE DATE OF COMPLETION: Compliance with conditions of approval? If not, state conditions which require action. Conditions of Approval io 0 Discretionary Action Required YES - NO - TYPE wic APPROVALJRESO. NO. _____ DATE: PROJECT NO. OTHER RELATED CASES: Compliance with conditions of approval? If not, state conditions Which require action. Conditions of Approval California Coastal Commton Pit Required: YES - NO DATE OF APPROVAL: San. Diego Coast District, 3111 Camino Del Rio North, Suite 200, San Diego, CA... 92108.1725 (619) 521.8036 Compliance with conditions of approval? If not, state conditions which require action. Conditions of Approval I T4- 1 çetQ ,A/l dr d'e. 5 4. Setbacks: (::rEnt:::S7Lide-:_7) Street Side: Rear: Lot coverage: Height: Parking: C3 tnc1usiony Housing Fee reqred: YES ___ NO (Effective date of tnclusionaxy Housing. Ordinance - May 21, 1993.) Site PIan 0 0 1. Provide a. fully dimensioned site plan drawn to scale. Show: North arrow, property lines, easements, existing and proposed structures, streets, existing street improvements, right-of-way width, dimensioned setbacks and existing topographical lines. O 0 2. Provide legal description of property, and assessors parcel number. Zoning Additional Comments Required Required Required Required Required Required Spaces Required Guest Spaces Required 11 20Y Shown 27' 4" Shown ,ø Shown M'9- m" Shown 9 Shown 32' Shown 2' 1 " r_vtShown z CC"- Shown - tb -4-&.. -fl%L 5' 5iL&prc4 CiL \ * t*1 t J41 or 17 .kM-. 1)-..t ,..Jyr e. j-pJ¼.. dtr -I'& rr "y ei- H- lo .-f -vl-&. V ) (c IIJL 9,10 r .4&.L ' 5e4- b&ct-'-- rqe i i. /t/óTE (-) lhe ho,JI'(, pwc FAAtC4I' o o-F. i -t '(toff. OK TO ISSUE AND ENTERED APPROVAL INTO COMPUTER ' DATE PLNcK.FRM Pes 1 0 &CE (2L 41'/4I/ DP/I CZ 2 4'2-Zf1 W' roT 10 c FtfZ &I !P2- zI \c) J ftoT,tuC Fe2 6uap'L -ir (F-a-) I292l I-J - I SO y . ?IJrOPJ1E O)T(tJ(r FO2- (aO&Z *T T3i z ' /000 oJ7 o6/ ii C( '2-' 0 S& I!' (?J!D C 2Pe LATEQ-.4L 2 s rO2'r' c c r I/Hi 72)DL - 7#/FT 1/2.. WA-U.. 71c__ FLOOC jq L'V4-(-L -'-1 4_- '4 C 4s 4O piraur-,oJ ECO rui:: F Ft/2$r FWC L&) Dr-rcTc 1YLAAJ Or £utM7 F-14 e2_ L:7ZO1.. 2S1 S FV?-7 pa,r WAJI (Ad s'7 Se(~WC- 2'ls -- , /00 207 yjrjQ 60V1W1 L Co(r,ou 2- - /3 8 4,/rr 3tl~- - ~ A PLJO~) W/ ~Jecllko ,4 2-6 t& VIA i UC1PT iV7(,- 2-0 a,;- L1JE ~4 =- I q z - Z sg q #. /tr = 2s1/c g2/#T U-((;:r '2 z3 is" 7( FLYt.ioô (4) /c acor - I_t\i vil ZS Fq P& pjinop U) Aje 6 -K,9 UP-4F7 iS 4*CC Li A /&' el- YLveo G > "/ - de 2Y2"OCj $/,'o) L1O5 w/ g't 1, f tij/ji 14P4 14--07-Z 621M JVOT -ST FZS LUu 21 t-4k'a 9' Z7L4Z} , c,c rA1 29qs4c-c //" fl' 7 17 000 14'?' I2/y5SS 1Z7/ /4W- 6 "go zo 2 uP /L'7 LIC VG 2- / If , oi"'i [2A4 '7/7)/ JP-1FT -59$o- /f94 /u Pjir a 4"cO 'IMFOi) H PAMP 22- (i,t 61.r) c.veQ /,ur44r7oAJ A t.4 /'d2 "ô.ct $/'f )N IqFA H D zi (€1'4 J,ST ogU- ,T14pc'3 100#/FT. 100#/FT. 124#/FT. 124#/FT. 150#/FT. 150#/FT. 180#/FT. 260#/FT. 380#/FT. 492#/FT. 570#/FT. 640#/FT. 770#/FT. 16d@6" D.C. OR A35@24" D.C. l6d@4" D.C. OR A35@16" D.C. 18d@3" D.C. OR A35@ 12" D.C. 16d@3" D.C. OR A35@ 12" D.C. 16d@ 2" D.C. OR A35@ 9" D.C. lEd @2" D.C. OR A35@ 8" D.C. A 1/2 GYP. UNBLOCKED A 5/8" GYP. BD. UNBLOCKED 3 1/2" GYP. BD. UNBLOCKED 5/8" GYP. BD. UNBLOCKED 5 1/2" GYP. BD. BLOCKED A 5/8" GYP. BD. BLOCKED A 7/8" STUCCO /PAPER BACKED WIRE LATH A 3/8" STRUCT II C-D OR C-C PLYWD. A 3/8" STRUCT II C-D OR C-C PLYWD. 3/8" STRUCT II C-D OR C-C PLYWD. 11 3/8" STRUCT II C-D OR C-C PLYWD. 12 3/8" STRUCT II C-D OR C-C PLYWD 13 15/32" STRUCT. I C-D OR C-C PLYWD. Sd COOLER NAILS@7" D.C. F.N. & E.N. Ed COOLER NAILS@7" D.C. F.N. & E.N. Sd COOLER NAILS@4" D.C. F.N. & E.N. Ed COOLER NAILS@4" D.C. F.N. & E.N. 5d COOLER NAILS@4" D.C. F.N. & E.N. Ed COOLER NAILS@4" D.C. F.N. & E.N. 16 GA. STAPLES @6" D.C. @TOP & BOTTOM PLATES, EDGES & FIELD OF PANEL Bd@6" D.C. E.N. & B.N. 12" D.C. F.N. 8d@4" D.C. E.N. & B.N. 12"O.C. F.N. 8d@3' D.C. E.N. & B.N. 12" D.C. F.N. 8d@2-1/2" D.C. E.N. & B.N. 12" D.C. F.N (SEE NOTE 2) 8d @2" D.C. E.N. & B.N. 12" D.C. F.N. (SEE NOTE 2) lOd @2" D.C. E.N. & B.N. 12" D.C. F.N. (SEE NOTE 2) ANCHOR BOLTS (SEE NOTE 1) 5/6"x 12"@ 60" D.C. 5/8"x12" 60" D.C. 5 /8"x 12"@ 60" D.C. 5/8"x 12"@ 60" D.C. 5/8" xl 2"@ 60" O .C. 5/8"x12"@ 60" D.C. 5/8"x 12"@ -" D.C. 72 5/8"x12"@ " O.C. tf 5/8"x 12"@ " D.C. Fa 5/8"x12" @24" D.C. 5/8"x 12" @1' D.C. 5/8"x 12"@ '" D.C. 5/8"x 12"@ " D.C. /2 SHEAR WALL SCHEDULE: SYM MATERIAL NAILING SHEAR VALUE TRANSFER NAILING (SEE NOTE 1) 16d@x 12" D.C. DR A35@32" D.C. 16d@x 12" D.C. DR A35@32" D.C. 18d@8" D.C. DR A35@ 32" D.C. l6d@8" D.C. OR A35@ 32" D.C. 16d@8" D.C. DR A35@ 32" D.C. lEd@8" D.C. DR A35@ 32" D.C. i6d@8" D.C. OR A35@ 32" D.C. NOTE 1: SPACING OF ANCHOR BOLTS AND SHEAR TRANSFER NAILING SHALL BE REDUCED B HALF IF SHEAR WALL MATERIALS ARE REQUIRED ON BOTH FACES OF WALL. NOTE 2: FRAMING SHALL BE 411 X AT PANEL EDGES AND BOTTOM PLATE. I I I I I LIMITED SOIL INVESTIGATION I DEJONG RESIDENCE 1308 PINE AVENUE I CARLSBAD, CALIFORNIA JOB NO. 96-4 FEBRUARY 5, 1996 I I I I I I I I I I WESTERN I SOIL AND FOUNDATION ENGINEERING, INC. WESTERN SOIL AND FOUNDATION ENGINEERING, INC. PHONE 746-3553 423 HALE AVENUE AREA CODE 619 ESCONDIDO, CALIFORNIA 92029 February 5, 1996 Mr. Eric DeJong 1308 Pine Avenue Carlsbad, California 92008 Project: Job No. 96-4 DeJong Residence 1308 Pine Avenue Carlsbad, California Subject: Report of Limited Soil Investigation Dear Mr. DeJong: In accordance with your request, we have completed a limited soil investigation for your proposed project. We are presenting to you, herewith, our findings and recommendations for the intended construction. The findings of this study indicate that the site is suitable for the proposed development if the recommendations provided in our attached report are incorporated into the design and construction of your project. I I I I I I I I I I I I I I I I I I I I I DeJong Residence Our Job No. 96-4 I February 5, 1996 Page 2 If you have any questions after reviewing the findings and recommendations contained in the attached report, please do not hesitate to contact this office. This opportunity to be of professional service is sincerely appreciated. I Respectfully submitted, WESTERN SOIL AND FOUNDATION ENGINEERING, INC. Vincent W. Gaby, CEO 1755 Expires 7/31/97 Engineering Geologist Dennis E. Zimmerman CE 26676 GE 928 Expires 3/31/96 I Geotechnical Engineer VWG/DEZ:dg I Attachments Distribution: (2) Addressee (4) Dwain Bechthold I I Li I I I WESTERN I SOIL AND FOUNDATION ENGINEERING, INC. I I LIMITED SOIL INVESTIGATION DEJONG RESIDENCE 1308 PINE AVENUE CARLSBAD, CALIFORNIA Prepared For: Mr. Eric DeJong 1308 Pine Avenue Carlsbad, California 92008 JOB NO. 96-4 FEBRUARY 5, 1996 WESTERN SOIL AND FOUNDATION ENGINEERING, INC. Introduction Project Scope Findings Foundations TABLE OF CONTENTS Site Description Subsurface Conditions Marine Terrace Deposits Colluvium Artificial Fill Groundwater General Footing Parameters Lateral Resistance Footing Observations Page 1 2 3 3 3 3 4 4 4 4 4 5 5 6 Field Explorations n. Plan Review 7 Limitations 7 ATTACHMENTS Plate Number 1 Site Plan (In back pocket) Plate Number 2 Unified Soil Classification Chart Plate Numbers 3 and 4 Exploratory Trench Logs Plate Numbers 5 and 6 Laboratory Test Results WESTERN SOIL AND FOUNDATION ENGINEERING, INC. I LIMITED SOIL INVESTIGATION I DEJONG RESIDENCE 1308 PINE AVENUE CARLSBAD, CALIFORNIA I INTRODUCTION AND PROJECT DESCRIPTION Li This report presents the results of our limited soil investigation performed on the above I referenced site. The purpose of this investigation was to evaluate the existing surface and I subsurface conditions from a geotechnical perspective in order to provide recommendations for your proposed development. I The proposed project will be a single story kitchen addition and a two story bedroom I addition to the existing, single family residence. The structures will be wood-framed and utilize raised-wood floors. Foundations will include continuous and pad spread footings. I Based upon the construction plans prepared by Mr. Dwain Bechthold no grading will be 1 performed for this project. All proposed foundations will be extended into firm competent I naturally occurring soil material. Should any future development deviate significantly from our unders:anding of the I project as described above, we should be consulted for further recommendations. I The site configuration and subsurface exploration locations are shown on the site plan included as Plate Number 1 in the back of this report. 1 WESTERN I SOIL AND FOUNDATION ENGINEERING, INC. I DeJong Residence Our Job No. 96-4 February 5, 1996 Page 2 I PROJECT SCOPE I I This investigation consisted of a surface reconnaissance coupled with a detailed I subsurface exploration. Representative surface and subsurface samples were obtained from the site and returned to our laboratory for testing. An analysis of the field and laboratory data I collected is submitted in this report. Specifically, the intent of this analysis was to: a) Explore the subsurface conditions to the depths that could be influenced by the proposed construction, I b) Evaluate, by laboratory tests, the pertinent engineering properties of the various soil stratigraphic units which could influence the development of this project, including bearing capacities, expansive characteristics, settlement potential, lateral resistance and earth pressures, I Recommend an appropriate foundation system for the type of structures Ic) anticipated and develop soil engineering parameters for foundation design. WESTERN I I a SOIL AND FOUNDATION ENGINEERING, INC. ~1 I DeJong Residence Our Job No. 96-4 February 5, 1996 Page 3 I FINDINGS 1 Site Description: The project site is located behind and north of the existing residence at 1308 Pine Avenue, Carlsbad, California. It can be found in the northwest quarter of grid F-5, page 1106, of the Thomas Brothers Guide for San Diego County, 1994 edition. The project site is situated upon level to gently falling terrain in the rear yard and patio area of the existing residence. Existing improvements consist of a wood deck, a patio, landscaping and grass lawn. Subsurface Conditions: The subject site is underlain by Pleistocene age beach and near shore sediments deposited upon marine terraces. These terrace deposits are mantled by colluvium and isolated areas of artificial fill. Each of these is described below from oldest to youngest. Marine Terrace Deposits: The terrace deposits are represented on site by brownish-orange, poorly cemented, fine to medium grained sandstone. These sediments occur in nearly horizontal, medium to massive bedding. In general they are moderately indurated and I relatively free of silt or clay particles. They appear to possess a low to very low expansion potential. WESTERN I SOIL AND FOUNDATION ENGINEERING, INC. I I DeJong Residence Our Job No. 96-4 February 5, 1996 Page 4 I Colluvium: On site the marine terrace deposits are mantled by colluvium. The term colluvium is used here to include both in-situ developing soil as well as redeposited soil and 1 slope debris. This colluvium consists of brown, slightly silty, fine grained sand. It is poorly I consolidated and on the order of 1 to 2 feet in thickness. The colluvium does not appear to be detrimentally expansive. I I Artificial Fill: A very thin layer of fill material was observed in exploratory trench T-2. It consisted of dark brown, silty, fine to medium grained sand. It was measured at less than ten inches of thickness in the side wall of trench T-2. I Groundwater: Free groundwater was not encountered in any of our exploratory trenches. FOUNDATIONS General: The proposed structures shall be supported on continuous or pad spread footings bearing in to dense naturally occurring soil material. These foundations shall extend through all poorly consolidated soil and a minimum of 12 inches into dense soil material. Footings must be designed with the minimum dimensions and allowable dead plus live load bearing values given in the following table: WESTERN SOIL AND FOUNDATION ENGINEERING, INC. I I DeJong Residence Our Job No. 96-4 February 5, 1996 Page 5 I FOOTING PARAMETERS Allowable Number Minimum Minimum Soil Bearing of Stories Footing Type Depth (inches) Width (inches) Value (p.s.f) 1 or 2 Continuous 36 15 1500 1 or 2 Pad 36 24 sq. 2000 The minimum depth given shall be below lowest adjacent finish subgrade. All continuous footings shall contain at least one #4 reinforcing bar top and bottom to provide structural continuity and to permit spanning of local irregularities. The foundation dimensions and reinforcing presented above are minimum recommendations only. These may be increased by the Structural Engineer, as required. The soil load bearing values presented above may be increased by one-third for short term loads, including wind or seismic. The soil load bearing values of any proposed import soil should be determined after its selection. Settlements under building loads are expected to be within tolerable limits for the proposed structures. Lateral Resistance: Resistance to lateral loads may be provided by friction at the base of the footing and by passive pressure against the adjacent soil. For concrete footings in dense natural soil, a coefficient of friction of 0.30 may be used. An allowable passive pressure of 300 pounds per square foot per foot of depth acting against the foundations may be used in design. I WESTERN I SOIL AND FOUNDATION ENGINEERING, INC. I I I I I I I I ri I I Li I I I I I I I I I DeJong Residence Our Job No. 96-4 February 5, 1996 Page 6 If footings are proposed adjacent to slope areas, we recommend that the footings be deepened to provide a minimum horizontal distance of 10 feet from the outer edge of footings to the adjacent slope face. Footing Observations: All foundation excavations shall be inspected by the Soil Engineer, Engineering Geologist or their representative, prior to the placement of reinforcing steel and concrete. FIELD EXPLORATIONS Two hand excavated exploratory trenches were inspected on January 30, 1996 by our geology and soil engineering personnel. The exploratory trenches were logged using standard geological techniques. The logs are presented on Plate Numbers 3 and 4. The soils are described in accordance with the Unified Soil Classification System as illustrated on the attached simplified chart (Plate Number 2). In addition, a verbal textural description, the wet color, the apparent moisture and the density or consistency are presented. The density of granular material is given as either very loose, loose, medium dense, dense or very dense. The consistency of silts or clays is given as either very soft, soft, medium stiff, stiff, very stiff or hard. Samples of typical and representative soils were obtained and returned to our laboratory for testing. I WESTERN I SOIL AND FOUNDATION ENGINEERING, INC. I Li I I Li I I [1 DeJong Residence Our Job No. 96-4 February 5, 1996 Page 7 LABORATORY TESTING Laboratory tests were performed in accordance with the American Society for Testing and Materials (A.S.T.M.) test methods or suggested procedures. Test results are shown on Plate Numbers 5 and 6. LIMITATIONS The recommendations presented in this report are contingent upon our review of final plans and specifications. The soil engineer should review and verify the compliance of the final plans with this report and with Chapter 70 of the Uniform Building Code. It is recommended that Western Soil and Foundation Engineering, Inc. be retained to provide continuous soil engineering services during the earthwork operations. This is to observe compliance with the design concepts, specifications or recommendations and to allow design changes in the event that subsurface conditions differ from those anticipated prior to start of construction. Western Soil and Foundation Engineering, Inc. will not be held responsible for earthwork of any kind performed without our observation, inspection and testing. WESTERN SOIL AND FOUNDATION ENGINEERING, INC. I I DeJong Residence Our Job No. 96-4 February 5, 1996 Page 8 I I The recommendations and opinions expressed in this report reflect otr best estimate of the project requirements based on an evaluation of the subsurface soil conditions encountered I at the subsurface exploration locations and the assumption that the soil conditions do not I deviate appreciably from those encountered. It should be recognized that the performance of I the foundations and/or cut and fill slopes may be influenced by undisclosed or unforeseen variations in the soil conditions that may occur in the intermediate and unexplored areas. Any I unusual conditions not covered in this report that may be encountered during site development I should be brought to the attention of the soil engineer so that he may make modifications, if necessary. I This office should be advised of any changes in the project scope so that it may be I determined if the recommendations contained herein are appropriate. This should be verified in writing or modified by a written addendum. I The findings of this report are valid as of this date. Changes in the condition of a I property can, however, occur with the passage of time, whether they be due to natural processes or the work of man on this or adjacent properties. In addition, changes in the State- of-the-Art and/or Government Codes may occur. Due to such changes, the findings of the report may be invalidated wholly or in part by changes beyond our controL Therefore, this report should not be relied upon after a period of one year without a review by us verifying I the suitability of the conclusions and recommendations. 1 WESTERN I SOIL AND FOUNDATION ENGINEERING, INC. I I DeJong Residence Our Job No. 96-4 February 5, 1996 Page 9 We will be responsible for our data, interpretations, and recommendations, but shall not I be responsible for the interpretations by others of the information developed. Our services consist of professional consultation and observation only, and no warranty of any kind I whatsoever, expressed or implied, is made or intended in connection with the work performed I or to be performed by us, or by our proposal for consulting or other services, or by our furnishing of oral or written reports or findings. I it is the responsibility of the Client or the Client's representative to ensure that the I information and recommendations contained herein are brought to the attention of the engineer and architect for the project and incorporated into the project's plans and I specifications. It is further his responsibility to take the necessary measures to ensure that the I contractor and his sub-contractors carry out such recommendations during construction. Respectfully submitted, I WESTERN SOIL AND FOUNDATION ENGINEERING, INC. I I Vincent W. Gaby, CEG 1755 Expires 7/31/97 Engineering Geologist I I Dennis E. Zimmerman CE 26676 GE 928 Expires 3/31/96 Geotechnical Engineer VWG/DEZ:dg WESTERN I SOIL AND FOUNDATION ENGINEERING, INC. I I ATTACHMENTS I I I I I I I [1 I I I WESTERN I SOIL AND FOUNDATION ENGINEERING, INC. I H I H H SITE PLAN (Plate 1) I I I I I I I I I I I I S WESTERN 1 SOIL AND FOUNDATION ENGINEERING, INC. I I JOB NO. 96-4 I EXISTING GARAGE I I I I I L___________I _PROPOSED -ADDITION T-1 EXPLORATORY TRENCH PROPOSED EXISTING RESIDENCE ADDITION SCALE: 1" : 8' SITE PLAN DEJONG RESIDENCE WESTERN SOIL. AND FOUNDATION ENGINEERING INC. PLATE NO. 1 SUBSURFACE EXPLORATION LEGEND UNIFIED SOIL 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 gravels, gravel- More than half of sand mixtures, little or no coarse fraction is fines. larger than No. 4 GP Poorly graded gravels, gravel- sieve size but sand mixtures, little or no smaller than 311 fines. GM Silty gravels, poorly graded gravel-sand-silt mixtures. GC Clayey gravels, poorly graded gravel-sand, clay mixtures. I I I I I I I GRAVELS WITH FINES (Appreciable amount of fines) SANDS CLEAN SANDS More than half of coarse fraction is smaller than No. 4 sieve size. SANDS WITH FINES (Appreciable amount of fines) II. FINE GRAINED, More than ' half of material is smaller than No. 200 sieve size. SILTS AND CLAYS I I I I I I I I SW Well graded sand, gravelly sands, little or no fines. SF Poorly graded sands, gravelly sands, little or no fines. SM Silty sands, poorly graded sand and silt mixtures. SC Clayey sands, poorly graded sand and clay mixtures. Inorganic silts and very fine sands, rock flour, sandy silt or clayey-silt-sand mixtures with slight plast- icity. CL Inorganic clays of low to medium plasticity, gravelly clays, sandy clays, silty clays, lean clays. OL Organic silty and organic silty clays of low plasticity Inorganic siltys, micaceous or diatomaceous fine sandy or silty soils, elastic silts. CH Inorganic clays of high plasticity, fat OH Organic clays of medium to high plasticity. PT Peat and other highly organic soils I I I WESTERN SOIL AND FOUNDATION ENGINEERING, INC. PLATE NUMBER 2 Liquid Limit less than 50 SILTY AND CLAYS Liquid Limit greater than 50 HIGHLY ORGANIC SOILS TRENCH NO. T -1 ELEVATION Li I- C) zw Z Li CI) - - SAMPLING LU Li - Z t F- - F- I- Q. U) LO METHOD HAND EXCAVATED CL Li < Ln < a_ < IL Z >- <0 ZO DESCRIPTION - 5p:: COLLUVIUM - Dark Brown, Slightly Silty, Very Loose - I - - Fine Grained Sand Moist - B 122.8 7.5 - SP; TERRACE DEPOSITS - Brownish-Orange, Moist Medium - - '.°. :•. Poorly Cemented, Fine to Dense - Medium Grained Sandstone to B .Y. Dense 116.4 9.3 - - BOTTOM OF TRENCH @ 4.25 FEET - 5- 6- 7- 8- 9- 10 - SAMPLE LEGEND - - B = Bulk Sample - 11 - - - R = Ring Sample - 12 - 13 - 14 - JOB NUMBER DATE LOGGED LOGGED BY DEJONG RESIDENCE 96-4 1-30-96 V.G. SUBSURFACE EXPLORATiON LOG PLATE NO.3 I F~ I I I I I I I I I I I 1 I 1 - TRENCH NO. T-2 ONO Li Uj IL ELEVATION F- LJ F- 0 z z U)x >- SAMPLING METHOD HAND EXCAVATED U) (ID 0 0 0 DESCRIPTION - -:SM FILL - Dark Brown, Silty, Fine to Very Loose - Medium Grained Sand Moist - SP COLLUVIUM - Dark Brown, Slightly Silty, Moist Loose - Fine Grained Sand - B 106.0 9.5 - SP TERRACE DEPOSITS - Brownish-Orange, Moist Medium Fine to Medium Grained to Dense - - Sandstone Very - 2: Moist —R— - BOTTOM OF TRENCH @ 4.0 FEET - - 6- 7- 8- - - 11 - - 12 - 13 - 14 - JOB NUMBER DATE LOGGED LOGGED BY DEJONG RESIDENCE 96-4 1-30-96 V.G. SUBSURFACE EXPLORATION LOG PLATE NO.4 I I I I I I I I LI LI I I LI 1 LI 1 I LABORATORY TEST RESULTS DIRECT SHEAR Angle of Apparent Internal Sample Cohesion Friction Location (psf) (legrees) * T-2 @ 2.5' 100 Mi * Sample remolded to insitu moisture and density. MECHANICAL SIEVE ANALYSIS Percent Passing U.S. Standard Sieve Sample Location #4 #10 #40 #100 #200 T-1 @ 2.0' 99.9 99.8 81.8 35.0 27.5 Plate No. 5 WESTERN SOIL AND FOUNDATION ENGINEERING, INC. CONSOLIDATION CARVES Load In KIPS Per Square Foot 0.2 0.4 0.6 0.8 1.0 2 4 6 8 10 16 0 01 1 2 N -J N to o Indicates percent consolidation at field moisture Indicates percent consolidation after saturation Date: 2-5-96 DEJONG RESIDENCE SAMPLE T-2 @ 4.0' Job No. 96-4 By: V.G. Plate No. 6 WESTERN SOIL AND FOUNDATION ENGINEERING, INC. I U U U U U I I E j U Li I LI I II CERTIFICATION OF COMPLIANCE CITY OF CARLSBAD Plan Check No. DEVELOPMENT PROCESSING SERVICES DIVISION 2075 LAS PALMAS DR., CARLSBAD, CA 92009 (619) 438-1161 This form shall be used to determine the amount of school fees for a project and to verify that the project applicant has complied with the school fee requirements. No building permits for the projects shall be issued until the certification is signed by the appropriate school district and returned to the City of Carlsbad Building Department. SCHOOL DISTRICT: Carlsbad Unified 801 Pine Avenue Carlsbad, CA 92009 (434-0610) _____San Marcos Unified 1290 West SanMarcos Blvd. San Marcos, CA 92024 (744-4776) Encinitas Union San Dieguito Union High School 101 South Rancho Santa Fe Rd. 710 Encinitas Boulevard Encinitas, CA. 92024 (619) 944-4300. Encinitas, CA 92024 (753-6491) Project Applicant: 1')Q. ..\O'\ APNe9 -EO- _ Project Address: RESIDENTIAL: SQ. FT. of living area number of dwelling units___________ SQ. FT. of covered area SQ. FT. of garage area____________ COMMERCIAL/ INDUST I : S F . AREA______ Prepared by _ Date _td ______________________ VV FEE CERTIFICATION' (To be completed by the School District) Applicant has complied with fee requirement under Government Code 53080 Project is subject to an existing fee agreement Project is exempt from Government Code 53080 _____Final Map approval and construction started before September 1, 1986. (other school fees paid) Other Residential Fee Levied: $ based on /53c sq. ft. @ /e Commflndust Fee LevieTd:$ based on sq. ft. @ a ssistant Superintendent ScjI DIstrtt NUMM7 V/ Title Date SIB 201 feIre capped AB 2926 and 46~.7 are foot for residential. AB 2926 is capped at .28 per square foot for commercial /industrial.