Loading...
HomeMy WebLinkAbout2044 CHESTNUT AVE; ; CB911562; PermitBUILDING PERMIT 03/24/92 08:28 Page 1 of 1 Job Address: 2044 CHESTNUT AV *tr. Permit Type: RESIDENTAL ADD/ALT Parcel No: 205-330-22-00 Valuation: 18,980 Construction Type: VN Occupancy Group: R3 Class code: ' 260 SF ADDITION TO LIVING RM Permit. No: CB911562 Project No: A9101971 Development No: F1:6920 03/24/92' 0001 01 02 C-PRHT 203-00 Appl/Ownr ZIELKE, ARNO & BARBARA 2044 CHESTNUT AV CARLSBAD, CA 92008 Status: ISSUED Applied: 11/18/91 Apr/Issue: 03/24/92 Validated By: SBB 619 729-3965 CONTRACTOR *** B. A. WORTHING, INC 690 ELM AV CARLSBAD, CA 92008 Fees Required . *** *** Lie. C 398764 Fees Collected & Credits 619-729-3965 Fees : Adjustments: Total Fees: Fee description 401.00 ;oo 401. 00 Total. Credits : .Total Payments: . Balance Due: Units Fee/Unit . 00 198.00 203.00 Ext fee Data Building Permit Plan Check Strong Motion Fee * BUILDING TOTAL Enter "Y" for Plumbing Issue Fee Each Plumbing Fixture or Trap Each Building Sewer * PLUMBING TOTAL Enter "Y" for Electric Issue Fee Enter "Y" for Remodel * ELECTRICAL TOTAL Enter "Y' for Mechanical Issue Fee> Each Install/Reloc Appliance Vent > * MECHANICAL TOTAL 7 1 2.50 6. 50 4. 50 198. 129. 2. 329. 7. 17. 6. 32. 10. 10. 20. 15. 4 . 20. 00 00 00 00 50 Y 50 50 00 00 Y 00 Y 00 00 Y 50 00 PPROVAJ, DATE CLEARANCE CITY OF CARLSBAD 2075 Las Palmas Dr., Carlsbad, CA 92009 (619) 438-1161 PERMIT APPLICATION City of Carlsbad Building Department 2075 Las Palraas Dr.. Carlsbad. CA 92009 (619) 438-1161 1. PERMll A - U Commercial U New Building U Tenant Improvement B - D Industrial D New Building D Tenant Improvement C -/HResidential D Apartment DCondo D Single Family Dwelling ^Addition/Alteration D Duplex D Demolition O Relocation D Mobile Home O Electrical D Plumbing D Mechanical D Pool D Spa D Retaining Wall D Solar D Other 2. PROJECT INFORMATION PLAN CHECK NO. — PLANCKD VALID. BY DATE C-PRMT FOR OFFICE USE ONLY 198.00 -Address Nearest Cross Street Building or auite NO. LEGAL DESCRIPIION 24 buDdivision Name/Numoer CHECK BELOW IF SUBMiriEU: D 2 Energy Calcs 13$ Structural Calcs D 2 Soils Report D 1 Addressed Envelope ASSESSOR'S PARCEL EXISTING USE PROPOSED USE DESCRIPTION OF WORK SQ. FT.OF STORIES 3. uuNiACr PERSON lit different from applicant; NAME CITY STATE ADDRESS ZIP CODE DAY TELEPHONE 4. APPLICANT JSCONTRAC NAME -g>. j^. CITY CARLSBAD U AGENT FOR CONTRACTOR U OWNER UAGENT FOR OWNER ADDRESS P.O.BOX 1041 STATE CA ZIPCODE92018 DAYTELEPHONE 729-3965 5. PROPERTY OWNKR NAME CITY ADDRESS 2044 STATE fifr ZIP CODE DAYTELEPHONE 6. CONTRACTOR NAME B.A.WORTHING INC.ADDRESS P.O.BOX 1041 CITY CARLSBAD STATE CA ZIPCODE92018 LICENSE CLASS R_1 DAY TELEPHONE 729-3965 CITY BUSINESS LIC. # 549200 CITY CARL S B AD »tf ..BOX 1041 STATE C A ZIP CODE 92018 DAY TELEPHONE 729-396 SSTATE LIC. # B/- 392894 7. WORKERS) COMPENSATION 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 copy 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: 1 certify that in the performance of the work tor which this permit is issued, so as to become subject to the Workers' Compensation Laws of California. shall not employ any person in any manner SIGNATURE DATE 8. OWNER-BUILDER DECLARATION Owner-Builder Declaration: I hereby affirm that I am exempt from the Contractor's License Law tor the following reason: D 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.). D 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^) licensed pursuant to the Contractor's License Law). D 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 andprevention program under Sections 25505, 25533 or 25534 of the Presley-Tanner Hazardous Substance Account Act? D YES D NO Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? D YES D NO Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? D YES D NO 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 ORIS MEETING THE REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT. 9. CONSTRUCTION LENDING AGENCY I hereby affirm that there Is a construction lending agency tor the performance of the work tor which this permit is issued (Sec 309710 Civil Code). LENDER'S NAME 10. APPLICANT LENDER'S ADDRESS I certify that I have read the application and state that the above information is correct. I 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 CTTY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENrS, COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SATO 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 commenced within 365 days from the date of such permit or if the building or work authorized by such permit is suspended op^anc^ned a^any-tjme after the work is commenced for a period of 180 days (Section 303(d) Uniform Building Code). APPLICANTS SIGNATUR DATE: !: File YELLOW: Applicant PINK: Finance \1 PERMIT* CB911562 DESCRIPTION: 260 SF ADDITION CITY OF CARLSBAD INSPECTION REQUEST FOR 08/19/92 TO LIVING RM TYPE: RAD JOB ADDRESS: APPLICANT: CONTRACTOR: OWNER: 2044 CHESTNUT AV ZIELKE, ARNO & BARBARA B. A. WORTHING, INC PHONE: PHONE: PHONE: INSPECTOR AREA PD PLANCK# CB911562 OCC GRP R3 CONSTR. TYPE VN STR: FL: STE: 619 729-3965 619-729^396! REMARKS: MH/BARBARA/729-3965 SPECIAL INSTRUCT: PETE TO MEET CHUCK IN AM INSPECTO TOTAL TIME: CD LVL DESCRIPTION 19 29 39 49 ACT COMMENTS ST Final Structural PL Final Plumbing EL Final Electrical ME Final Mechanical ***** INSPECTION HISTORY ***** DATE DESCRIPTION ACT INSP 080792 Final Combo CO PD 062592 Interior Lath/Drywall AP PD 062292 Insulation AP PD 061892 Insulation CA PD 061192 Frame/Steel/Bolting/Welding AP PD 061192 Rough Electric AP PD 061192 Rough/Ducts/Dampers AP PD 060592 Rough Combo CO PD 060192 Rough Electric AP PD 050792 Iftg/Foundation/Piers AP PD 050192 Ftg/Foundation/Piers CO PD COMMENTS NEW SERVICE R. BARRY AND ASSOCIATES ' GEOTECHNICAL ENGINEERING P.O. Box 348, Encinitas, CA 92024 (619) 753-9940 SUMMARY REPORT Job No.; 2-S2&& Client:: jQr-S7& ^/^SAe, _ Data Site Location: :?/>-.</</ Afr^r-o^y*// j&v'c:. . /*Str/.</j&d _ Insp Summarize present job status, work completed since last report, problems and their solutions, etc. Summary Report .from (date) : X~-V- &? to (date) ; s1 *r A s?r~n tts-s its f-'/X ."/s~sv7 .X ."f/ Copies, to; BARRY AND ASSOCIATES GEOTECHNICAL ENGINEERING P.O. Box 348 Encinitas, CA 92023-0348 (619) 753-9940 SUMMARY REPORT Job No.: P-1260 Client: Arno Zielke Date: 5/4/92 Site Location: 2044 Chestnut Avenue, Carlsbad Insp: M.B. Summarize present job status, work completed since last report, problems and their solutions, etc. Summary Report from (date): to (date): 5/4/92 1. The footing excavations along the western, northern and interior of the residence have been inspected and approved by this firm. The footing excavations are founded into competent terrace deposits. 2. It is our understanding that only the column pads section (A/1) will be poured at this time. 3. All loose debris should be removed from the base of the excavations prior to pouring concrete. By: Copies To: City Inspector Arno Zielke , B.A. WorthingX''^ BARRY AND ASSOCIATES GEOTECHNICAL ENGINEERING P.O. Box 348 Encinitas, CA 92023-0348 (619)753-9940 SUMMARY REPORT Job No. : f^*-/?/^/} Client: /^/v?z? i?/g~/i^ C Date: -5"-y- Site Location: Z&VJ dA^^jvLs'S /3-L/e:- />>>->K^y^/ Ins?.: Summarize present job status, work completed since last report, problems their solutions, etc. and i Summary Report from (date): «•—• to (date) :_ 2.) At Copies to; ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 2O8 SAN DIEGO, CA 92123 (619) 56CH468 DATE: JURISDICTION: CIT \ PLAN CHECK NO: < \~ A.^. PROJECT ADDRESS; PROJECT NAME : ^? T P / k S OF SET; r =>A t/€ JURISDICTIO ^PLAN CIIECKEF QFILE COPY QUPS QDESIGNER The plans transmitted herewith have been corrected where necessary and substantially comply with tne jurisdiction's building codes. . The plans transmitted herewith will substantially comply with the jurisdiction's building codes wh.e>n minor deficien- cies identified • IJ0 ^) are resolved and D D 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 Corp. until corrected plans are submitted for recheck. The applicant's copy of the check list is enclosed for the jurisdiction1 to return to the applicant contact person. The applicant's copy of the check list has been sent to: RA. P. o.fn4-\ tej Esgil staff did not advise the applicant contact person that plan check has been completed. [ 1 Esgil staff did advise applicant that the plan check has — been completed. Person contacted: Date contacted: Telephone # REMARKS : -M>P P * *Ti* -*• a* By: 7>/ ESGIL i — i i — i (j) At/ S\if>f>~f'<: o~f nbt/i she* I' Ize _o=^ h^f Oh a <?(&*? K4/rt^K- '- / L ii 1 xv '^/, L II I 1, wli-- P ^ ^ / n F Av^/O V/A O Enclosures: CORPORATION 3//6 ESGIL CORPORATION 9320 CHESAPEAkE DR., SUITE 208 SAN DIEGO, CA 92123 (619)560-1468 DATE: JURISDICTION: CITY &F PLAN CHECK NO:SET: PROJECT ADDRESS: PROJECT NAME: 2.Q44 SPO <;ER :FILE COPY 1UPS 'DESIGNER u The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficien- cies identified ^ are resolved and checked by building^department staff. The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and-resubmitted for a complete recheck. . ' The check list transmitted herewith is for your information. The plans are being held at Esgil Corp. until corrected plans are submitted for recheck. The applicant's copy of the check list is enclosed for the jurisdiction to return to the applicant contact person. The applicant's copy of the check list has been sent to: B. A • Uy^rfAing) /n C P\o. Box io4~l H D D Esgil staff did not advise the applicant contact person that plan check has been completed. Esgil staff did advise applicant that the plan check has been completed. Person contacted: Date contacted: REMARKS: Telephone #_ ESGlL CORPORATION QGA L!CM Enclosures: JURISDICTION: PLAN CHECK NO.; Ql~ PROJECT ADDRESS:_ TO: £" A • pate plans received by plan checker: JDate plan recheck completed; /%<f" By; ** RECHECK PLAN CORRECTION SHEET 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 disabled access. 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 shown below 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), 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: The following items have not been resolved from previous plan reviews. The original correction number has been given for your reference. In- case you -did uut katp — a-copy I llt have To facilitate rechecking, please identify, next to each 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. enclosed — fehoeo -pages — eoafaiiniug- Um outctanding-'oorrortions. Please contact me if you have any questions regarding these items. y 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 on the plans. Have changes been made to the plans not resulting from this correction list? Please check. Yes No All $bpf'~f~S o-£ •H rfefLf c/ and (7 -fin* I i Is ply ffi) A/,4 m.-fL-/ "r& >i_-T^.lvy/.-/l'<fc_ 17 4m> I<3>ri4 ~f~ha L? * Form No. RPCS.Atf290 a ti .-frA'fy <° iHTpnT: i Tim 'in 7 plar C •^ ^h VT is To v-f ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA 92123 (619) 560-1468 DATE:I f I JURISDICTION: PLAN CHECK NO: CARLSBAD - I i~ 6 SET; ~ 2.QPROJECT ADDRESS: PROJECT NAME ; '2- Z £L KJEr 'L'jPLAN CHECKERQFILE COPYQUPS n DESIGNER. The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. • ' The plans transmitted herewith will substantially comply with the jurisdiction's-building codes when minor deficien- cies identified . are resolved and „ checked by building department staff. The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. HIT, The check list transmitted herewith is for your information. W The plans are being held at Esgil Corp. until corrected plans are submitted for recheck. ' I—i The applicant's copy of the check list is enclosed for the I—' jurisdiction to return to the applicant contact person. The applicant's copy of the check list has been sent to: D D p.<7 \ Esgil staff did not advise the applicant contact person that - plan check has been completed. |1 Esgil staff did advise applicant that the plan check has — been completed. Person contacted: Date contacted: REMARKS: Telephone By: ESGIL CORPORATION DGA DCM Enclosures PLAN CHECK NO: 97 " /-f~6 JURISDICTION: Cmf OF CARLSBAD TO:E. A . V ENCLOSURES: PROJECT ADDRESS:Ave. FLOOR AREA:_ SIORIES: HEIGHT: REMARKS: PLAH CORRECTION SHEET CITY OF CARLSBAD SINGLE FAMILY AND DUPLEX DWELLINGS Date plans received by jurisdiction: Date plans received by Esgil Corporation: Data initial plan check completed: Bv; Applicant contact person: 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 by the Planning Department, Engineering Department or other departments,, Present California law mandates that residential construction comply with Title Ik and the following model codes: 1988 UBC (eff. 1/1/90) 1988 UPC (eff. 1/1/90) 1990 NEC (eff. 7/1/91) 1988 UMC (eff. 1/1/90) The above regulations construction, regardless adopted by ordinance. apply to residential of the code editions 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), 1988 Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law. To speed up the recheck process, note on this list for a copy) where each correction item hias been addressed i.e.. plan sheet, specification, etc. Be sure to enclose the marked up list when you submit the revised plans. NOTE: PAGE NUMBERS ARE NOT IN SEQUENCE AS PAGES HAVING NO ITEMS NEEDING CORRECTIONS HERE DELETED. List No. 12, Carlsbad Single Family Dwelling and Duplex With All Supplements. (1988 UBC) PLANS Please nake all corrections on the original tracings and submit two new sets of prints, and any original plan sets that may have been returned to you by the jurisdiction, to: Esgil Corporation, 9320 Chesapeake Drive, Suite #208, San Diego, California 92123, (619) 560-U.68. Please nake all corrections on the original tracings and submit two new sets of prints, and any original plan sets that may have been returned to you by the jurisdiction, to: The jurisdiction's building department. Indicate on the Title Sheet of the plans, the nane of the legal owner and name of person responsible for the preparation of the plans. Section 302(a)7. All sheets of plans oust 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 fraae construction. Specify expiration date of license. (California Business and Professions Code). Specify on the Title Sheet of the plans the gross floor area of each element of this project including dwelling, garage, carport, patio, deck and balcony. Section 302(d). Provide a statement on the Title Sheet of the plans that this project shall comply with Title 24 and.1988 UBC, UMC and UPC and 1990 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(d). ' 10/ Show on the title sheet all vails, etc. included under Any portion of the project plan that is not included permit application filed identified as "not included, Indicate distance fron property proposed building. Section 302(d). lines to structures, pools, this application, shown on the site with the building should be clearly Clearly show if the lower level is a basement or a story, based on the definitions in Sections A03 and ^20. Plot the finish grade (as defined) on the elevations and dimension the distance to the floor above, for story determination. (2. On the cover sheet of the plans, specify any items requiring special inspection, in a format similar to that shown below or sticky back. "REQUIRED SPECIAL INSPECTIONS In addition to the regular inspections, the following checked items will also require Special Inspection in accordance with Sec. 306 of the Uniform Building Code. ITEM REQ. IF CHECKED -REMARKS SOILS COMPLIANCE PRIOR TO FOUNDATION INSP. STRUCTURAL CONCRETE OVER 2500 PSI PRESTRESSED STEEL FIELD WELDING HIGH STRENGTH BOLTS EXPANSION ANCHORS SPECIAL MASONRY SPRAYED ON FIRE PROOFING PILES/CAISSONS DESIGNER-SPECIFIED OTHER FIRE PRUXtX.11ON Exterior walls closer than 3 feet to property lines shall be one-hour rated construction and have no openings. Table 5-A. 7/9/91 Exterior walls closer than 3 feet to a property line shall have 30 inch parapets when the floor area per floor exceeds 1,000 square feet. Section 1709. . A '/ Projections, including more than 12 inches from the property line. eaves, may not extend into the 3 foot setback Section 1710. i- Eaves over required windows shall be not less than 30 inches from the side and rear property lines. Section 504. Plastic skylights shall not be installed within that portion of a roof located within a distance to property line where openings in exterior walls 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: a. Centrally located —in corridor or area giving access to'sleeping rooms. b. On each story. c. In the basement. d. When sleeping rooms are upstairs, at the upper level in close proximity to the stair. e. In rooms adjacent to hallways serving bedrooms, when such rooms have a ceiling height 24 inches or more above the ceiling height in the hallway. NOTE: Detectors shall sound an alarm audible in all sleeping areas of the unit. Section 1210 When the valuation of a room addition or repair exceeds $1,000, or when sleeping rooms are created, smoke detectors shall be provided at existing bedrooms per item 19 above. Section 1210. GEMERAL RESIDENTIAL KKW-LKfcKEKTS 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 4. 2*. 80. Openable window area in habitable rooms must be 1/20 of the floor area and a minimum of 5 square feet. In bathrooms, laundry rooms and similar rooms 1/20 of area is required and minimum is 1.5 sq. ft. Section 1205 (a). At least 1/2 of the common wall must be open and have an opening not less than 25 sq. ft. 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). 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). - Provide mechanical ventilation capable of providing five air changes per hour in bathrooms, water closet compartments, laundry rooms and similar rooms if required openable windows are not provided. Section 1205 (c). Note that the discharge point for exhaust air will be at least 5 feet from any mechanical ventilating intake. Section 1205(c). Ductless fans cannot be used in bathrooms if a tub or shower is present. Section 1205(c). No habitable room, other than a kitchen, shall be less than 7'0" in any dimension. Section 1207 (c). Show that ceiling height for habitable rooms is a minimum of 7'6". Section 1207 (a). Show ceiling height for laundry rooms, hallways, corridors, and bathrooms is a minimum of 7'0". Section 1207 (a). Dimension on the plans the 30" clear width for water closet compartments and 24" clearance in front of water closet. Section 511 (a). 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 lisaded or faceted glass. Section 5406 (d) 6. 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. All <s -gpnr/,'<y 10/2/91 / / 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. Basements in dwelling units shall comly with the above (even if not designated as sleeping rooms). Section 1204. Walls and floors separating units in a duplex shall be of one-hour fire-resistive construction. Provide details of the assemblies. Section 1202(b). 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. Dwellings used for daycare for 7 to 12 children shall comply with the special requirements in Chapter 12 of Title 24. Floors above the second story shall have not less than 2 exits. Exceptions: 1. Occupied roofs may have one exit if such occupied areas are less than 500 square feet and located no higher than immediately above the second story. 2. When the third floor within a unit does not exceed 500 sq. ft., -only one exit need be provided. Section 3303(a). Required exit doorways shall be not less than 36" in width and not less than 6'8" in height, and shall be capable of opening at least 90 degrees. Section 3304 (f). Provide 36" . high protective railing for porches, balconies, and open sides of stair landings. Openings between railings shall be less than 6". Section 1711. Show how guardrail connection details are adequate to support 20 pounds per lineal foot at a right angle to the top rail. Table 23-B. Provide stairway and landing details. 3306 (b), (c) and (p). Section a. Ma vim an rise is 7" and minimum run is 11". 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"-8". c. Minimum width is 36". All handrails per Section 3306 (j), shall satisfy the following: a. Provide handrail for stairways with 4 or more risers. Handrail shall be 34" to nosing of treads. 38" above the c. The handgrip portion of handrail shall be not less than 1 1/2", nor more than 2" in cross-sectional dimension. 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 (j). An interior 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 (i). Provide details of winding stairway complying with Section 3306 (d): a. 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. 10/2/91 5(7. n. 57. r /• K- Provide spiral stairway details, per Section 3306 (f): a. 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. Maximum clear opening between risers is 6 inches. c. Minimum headroom is 6 feet 8 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). Provide I.C.B.O. 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. Exterior stairways shall not project into the 3 foot setback from the property lines. Section 3306 (n). The walls and soffits of the enclosed usable space under interior stairs shall be protected on the enclosed side as required for one-hour fire-resistive construction. Section 3306 (m). A Within units, show that minimum width of 36 inches. ROOFING corridors have a Section 3305 (b). Specify roof slope. Roof slope is not adequate for roof type specified. Table 32-B,C,D and E. Specify roof material and application. Chapter 32. Specify I.C.B.O. or U.L. approval number for roof materials not covered in U.B.C., e.g., tile, etc. Section 107. Specify minimum 1/4 inch per foot roof slope for drainage or design to support accumulated water. Section 3207 (a) and Section 2305 (f). Show roof drains and overflows. Section 3207. Provide skylight details with Sections 3401 and I.C.B.O. approval number. to show compliance 5207 or provide Plastic skylights roust be separated from each other by at least 4 feet. Section 5207 (a) 6. Show attic ventilation. Minimum vent area is 1/150 of attic area or 1/300 of attic area if at least 50% of the required vent is at least 3 feet above eave vents or cornice vents. Show required area and area provided. Section 3205 (c). MASOKRY Provide fireplace construction details; or note construction to be per attached fireplace standard drawing. Chapter 37. Show anchored veneer support and connections attached to wood in Seismic Zones 3 and 4, comply with Section 3006 (d)l and Section 2515 (a). Show ties and #9 wire in horizontal joints. Show height and construction details of all masonry walls. Chapter 24. 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. Show a minimum 2" air space and flashing 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). 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) Show 1 3/8" solid core self-closing door for openings between garage and dwelling. Section 503 (d). Garages are not permitted to open into a room used for sleeping purposes. Section 1104. 12/18/90 A T An occupancy separation is not required between carport and residence, provided the carport is open on two or more sides and has no enclosed uses above. Section 503 (a) Exception 3. 'Show garage framing sections, size of header over garage opening, lateral cross bracing at plate line, method bracing garage front and holddowns if required. Chapter 23. NOTE: Maximum shear panel height-to-width ratio is 3 1/2 to 1 for plywood. Table 25-1. 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 (i). Provide an 18" raised platform for any FAU, water heater, or other device in the garage which may generate a flame or spark. UMC Section 508, UPC Section 1310 (a). FOUNDATION REOUIREMEKTS 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). 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: Provide - notes on the foundation plan listing the soils report recommendation for foundations, slab and building pad preparation. Provide a letter from the soils engineer 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 engineer reconmended that he/she review the foundation excavations. 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: 1. The building pad was prepared in accordance with the soils report, 2. The utility trenches have been properly backfilled and compacted, and 3. The foundation excavations comply with the intent of the soils report". Show height of all foundation walls.. 23. Show height of foundation walls. retained earth Chapter 23. Chapter on all 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. ?6. Note on plans that wood shall be 6" minimum above finish grade. Section 2907 (a). 3/. Note on plans that surface water will drain ' away from building and show drainage pattern and key elevations. Section 2905 (f). Be. Dimension foundation per U.B.C. Table 29A: 'Floors Supported*'' 1 2 3 Footing Stemwall Width " Depth Thickness, 6" 8" 10" 12" 15" 18" 6" 7" 8" ^Foundations may support a roof in addition to the floors. Where only a roof is supported, use foundation for one floor. Show foundation sills to be pressure treated, or equal. Section 2516 (c) 3. Show foundation bolt size and spacing. Section 2907 (f). Specify size, I.C.B.O. number and manufacturer of power driven pins. Show edge and end distances and spacing. Section 302 (d). SoiL 2/13/90 %, If required, show size, embedment and location ' of hold down anchors on foundation plan. Section 302 (d). 93) If hold downs are required, note on plan that _X hold down anchors must be tied in place prior to foundation inspection. Section 305 (e) 1. 96. Show adequate footings under all bearing walls and shear walls. Section 2907 (b). 9/. Show on the plans stepped footings for slopes / steeper than 1:10. Section 2907 (c). °A. Show minimum 18" clearance from grade to bottom / of floor joists and minimum 12" clearance to bottom of girders. Section 2516 (c) 2. / . Show pier size, spacing and depth into undisturbed soil. Table 29-A. Show ninimuffl underfloor access Section 2516 (c). of 18" x 2k". 102. 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 tvo approximately opposite sides. Section 2516 (c) 6. FRAMING Show wall bracing. Every exterior wood stud wall and main cross-stud partition shall be braced at each end at least every 25 feet of length with 1x4 diagonal let-in braces or equivalent. Section 2517 (g) 3, Table 25-V. In 2-story buildings, shear panels at the first story (at least 48 inches in width) shall be located at each end or as near thereto as possible and comprise at least 25 percent of the linear length of the wall, or provide design. Section 2517(g)3, Table 25-V. 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 (d) 6. , Show blocking at ends and at supports of floor joists, rafters and trusses at exterior walls. Section 2517 (d) 3, 2517 (h) 6. . Bearing partitions, perpendicular to joists, shall not be offset from supporting girders, beams, walls or partitions, more than the depth of the joist. Section 2517 (d) 5. loi.Show rafter ties. Rafter ties shall be spaced not more than 4 feet on center and be just above the ceiling joists, where rafters and ceiling joists are not parallel. Section 2517 (h) 4. Show rafter purlin braces to be not less than 45 degrees to the horizontal. Section 2517 (h) 5. Show double top plate splice. Section 2517 (g) with nininun 48" lap 2. \108,) Show nailing will be in compliance with Table 25-Q. $9. Show or note fire stops at the following locations per Section 2516 (f): a. 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; b. At all interconnections between concealed vertical and horizontal spaces such as occur at soffits, drop ceilings ajid 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 nonconbustible materials. f f 1D.2. In duplexes, draft stops shall be provided in floor-ceiling assemblies and attics in line with walls separating units and sepsirating units from common areas. Show stud size and spacing. Maximum allowable stud heights: Bearing wall: 2 x4 and 2x6 max. 10' max. 20'. Non-bearing: 2 Table 25-R-3. x 4 max. 14'., 2x6 Studs supporting two ceiling must be 3 x 4 Table 25-R-3. floors, a roof and or 2 x 6 at 16" o.c. 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 2505. 7/6/91 O Detail all post-to-beam and post-to-footing connections and reference the detail to the plan. Section 2516 (m). 116. Detail shear transfer connections, including 7 roof and floor diaphragms, to shear walls. / Section 2513. 116. S / v Specify nail size and spacing for al.1 shear walls, floor and roof diaphragms. Indicate required blocking. Maintain maximum diaphragm dimension ratios. [Tables 25 I, J, K and Section 4714 (d)]. (7. Provide truss details and truss calculations for this project. Specify truss identification numbers on the plans. 3. Show 1/2" minimum clearance between top plate of interior partitions and bottom chord of trusses. (To ensure loading will be as designed). 19. Provide roof framing plan and floor framing plan. Section 302 (d). ©Provide framing sections through r, . / , i I „ 124. ¥• /125. Section 302 (d). Specify all header sizes for opening over 4' wide. Section 2517 (g) 5. Provide calculations for main vertical and horizontal framing members and post footings. Section 302 (b). Provide calculations for lateral loads, shear panels, shear transfer and related. Section 302 (b). In Seismic Zones 3 and 4, the allowable shear wall values for drywall in Table 47-1 must be reduced 50 percent when considering earthquake loads. This does not apply to wind loads. Footnote 1. Show on the plans all structural requirements developed in the structural calculations. Section 302 (d). (See comments below or at end.) r 12- Columns and posts located on concrete or masonry floors or decks exposed to the weather or to water splash or in basements and which support permanent structures shall be supported by concrete piers or metal pedestals projecting above floors unless approved wood of natural resistance to decay or treated wood is used. Section 2516 (c) 4. Individual concrete or masonry piers shall project at least 8 inches above exposed ground unless the columns or posts which they support are of approved wood of natural resistance to decay or treated wood is used. Section 2516 (c) 4. Show location of attic access with minimum size 22" x 30". Section 3205. Show draft separation for attic areas between units in a duplex. Section 2516 (f). Specify plywood and/or particle board thickness, grade and panel identification index. Table 25-S. When roof pitch is less than 3:12, design ridge as a beam. Section 2517 (h). If foundation cripple wall studs are less than 14" high, framing shall be solid blocking, or sheathed with plywood. Section 2517 (g) 4. Cripple wall studs exceeding 4 feet in height shall be 3 inch by 4 inch or 2 inches by 6 inches when supporting 2 stories. Section 2517 (g) 4. Show plywood sheathing over exposed eaves, or other weather exposed areas, is "bonded with exterior glue." Plywood used for exterior wall covering shall be the exterior type. Section 2516 (i), 2516(g)3. Detail truss layout for 30" x 30" attic access, if required for equipment in the attic and detail 30" x 30" clearance through truss webs. Ridges, hips, and valleys shall be at least one size larger than supported rafters. Section 2517 (h) 3. , In open beam construction, provide strap ties across the beams at the ridge support. Section 2501 (b). ,-n» Tr> i.z ^- J<- / C & ci&ttsG I A -/•Ac. /?/ 1 I 7/5/91 (l38j Note on the plans that "all weather-exposed \_S surfaces shall have a weather-resistive barrier to protect the interior wall covering and that exterior openings shall be flashed in such a manner as to make them weatherproof". Section 1707. MECHANICAL (UNIFORM MECHANICAL CODE) All heating, ventilating, and cooling systems and appliances shall comply with the Uniform Mechanical Code. /1UO. 11. Show the size, location and type of all heating and cooling appliances or systems. Every dwelling unit, shall be provided vith 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. 1212. Note on the plans that the FAU closet or alcove must be 12 inches wider than the furnace or furnaces being installed. UMC Section 704. Show minimum 30" deep... unobstructed working space in front of furnace. Section 505, UMC. Furnace shall not be installed in any bedroom, bathroom or in a closet or confined space with access only through such room unless specified as direct vent appliance, enclosed furnace or electric heating appliance. Section 704 UMC. 1^4. 146. /48. Show source of combustion Chapter 6, UMC. air to furnace, per Show access to the attic containing equipment to be minimum 30 inches by 30 inches. The opening may be 22 inches by 30 inches if the equipment can be removed through such opening. Section 708 UMC. Note that passageway to the attic furnace shall be unobstructed and have continuous solid flooring not less than 24 inches wide, not more than 20 feet.in length through the attic. Section 708 UMC. Show permanent electrical outlet and lighting fixture controlled by a switch for furnace located in attic or underfloor space. Section 708 & 709 UMC. Show details to comply furnace under the floor, roof or outside furnace. with Section 709 for or Section 710 for i«9. Show I.C.B.O. approval number for prefab fireplace. Show height of chimney above roof per I.C.B.O. approval or Table 37-B. 50. Note on the plans that approved spark arresters shall be installed on all chimneys. Section 3704(h), Title 24. 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. \VL. Provide dryer vent to outside. UMC, Section / 1OIT*1903. All wiring shall Electrical Code. comply with the National Show on the plan the amperage of the electrical service, the location of the service panel and the location of any sub- panels. If service is over 200 amps;, submit single line diagram, panel schedule and load calculations. Note on the plans: "Electrical outlets shall be installed in accordance with NEC Article 210-52". Note on the plans: "Lighting outlets controlled by a wall switch shall be provided in accordance with NEC Article 210-70". Note on the plans: "Light fixtures installed in clothes closets will comply with NEC Article 410-8". (Note on the plans: bathrooms, kitchen— foot of tho—kitchon "Convenience outlets in top(c)—within -6 garages and cink, -cmtdooi'3), .and in basements (other than for laundry and similar equipment) shall be GFI protected." NEC, Art. 210-8. Note electrical system ground to be provided per NEC, Art. 250-80(a), 81(c). PLUMBING (UNIFORM PLUMBING CODE) Show water heater c-ino, type and location on plans. UPC, Section 1301. 10/2/91 f t f 1£4- 186. 167, 169. 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. An 18" platform for the water heater does not satisfy this requirement. UPC, Section 1310. Show I 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, when not connected by rigid pipe. UMC Section 504(d). Show shower stall can accommodate a 30" circle and has a minimum floor area of 1,024 sq. in. UPC 909. (d). Provide clothes washer hook-up for each unit. Title 24, Part 3. NOISE INSULATION (DUPLEXES! Show details of duplex common (party) walls and floor/ceiling assemblies to achieve a Sound Transmission Class (STC) rating in walls of 50 decibels and an Impact Insulation Class (IIC) rating on floor/ceiling of 50 decibels. Title 24. 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 24. Provide insulation in walls and ceiling to achieve STC of 50 between garage and living area if garage use is not controlled by resident. Title 24. ENERGY CONSERVATION Provide plans, calculations and worksheets to show compliance with current energy standards. The regulations require a properly completed and properly signed Form CF-1R to be either imprinted on the plans, taped to the plans or "sticky backed" on the plans, to allow the building inspector to readily compare the actual construction with the requirements of the approved energy design. All energy items shown on the plans must be in agreement with the information shown on the properly completed Form CF-1R. Specify on the building plans all of the mandatory energy conservation requirements as listed on the enclosure titled, "Mandatory Energy Conservation Requirements". 1/6. Show the make, model and space heating (or cooling) heat loss calculations if 45,000 BTU/Hr. efficiency of the system and provide the output exceeds For room additions, show that the glazing area of the addition does not exceed 16% of the newly-conditioned floor area, plusglazing removed or relocated due to the addition. Provide fluorescent general lighting in kitchen(s) per CAC, Title 24, 2-5352(J). CARLSBAD S.F.D. & DUPLEX SOPPLEMEHI Energy conservation design should 7. be for Zone Floor drains must - policy). have auto-prime (city For gas piping under slabs that serve kitchen island cooktops, see the attached Policy 91-46 for special sleeve and clean-out requirements. 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 b& 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). 10/3/91 10 $5. 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). Incorporate the waterproofing details, on the attached Policy 80-8, where interior living space occurs below grade at the masonry wall(s). Show on the Title Sheet on the plans, the information required by the attached Developmental Services Sheet 112383. 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. 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). All structures require a. Class B roof covering, except room additions. If * a room addition covers all of the existing building (2nd story addition), then the above exception doesn't apply. 189.City Ordinance spaces/unit with 9792 requires two parking clear area of 20'x20' i.e. no washing machines, etc. Show compliance. All chimneys attached to any appliance or fireplace that burns solid fuel shall be equipped with an approved spark arrester. The net free area of the spark arrester shall be not less than four times the net free ara of the outlet of the chimney. The spark arrester screen shall have heat and corrosion resistance equivalent to 12 gauge wire, 19 gauge galvanized wire or 24. gauge stainless steel. Openings shall not permit the passage of spheres having a diameter larger than 1/2-inch and shall not block the passage of spheres having a diameter of less than 3/8-inch. Only tank-type water closets that use an average of 1.6 gallons of water per flush or less, and urinals and associated flushometer valves, that use an average of 1 gallon of water per flush or less shall be installed in new construction. These provisions shall apply to existing buildings only when toilets are being replaced in existing bathrooms or installed in new bathrooms. MISCELLANEOUS Please see additional corrections, or remarks, on the following page. To speed up the recheck 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 check. Yes No The City of Carlsbad has contracted with Esgil Corporation located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123; telephone number 619/560-1468, to perform the plan check for your project. If you have any questions regarding these plan check items, please contact Q/41//P at Esgil Corporation. If you have any questions regarding City Building permit procedures, please contact Carter Darnell at the City of Carlsbad, 2075 Las Palmas Dr., telephone 619/438-1161. Thank you. Enclosures: 1. • 2. 3. 11/13/91 11 Datei. Prepared byi Jurisdiction CARLSBAD VALUATION AND PLAN CHECK FEE n Bldg, Dept. D Esgil PLAN CHECK NO. ?/~ ll~ BUILDING ADDRESS 7x>/4tAg_. APPLICANT/CONTACT %• A • BUILDING OCCUPANCY )hC PHONE NO. £-2,DESIGNER PHONE TYPE OF CONSTRUCTION CONTRACTOR PHONE BUILDING PORTION ADPIT/O/V/ Air Conditionine Commercial Residential Res. or Comm. Fire Snrinklers Total Value BUILDING AREA 4^ — VALUATION MULTIPLIER '§ @ @ ' ' VALUE ^32, J*f *- Building Permit Fee $ Plan Check Fee $ COM HENTS:. SHEET f OF - /12/87 *>,» \ Ul1 Q > *Slf^ BUILDING PLANCHECK ENGINEERING CHECKLIST DATE: ^ -* Ov 12 SIS'ry ?». ^ vs ^1^ 123 S T N R D D PLANCHECK NO . CP> °l ( - ZOHM CH-ESTM Am 4s Res, Ad - lS"fe Z. OT Av^E ^,•4^r^^ ITEM COMPLETE ITEM INCOMPLETE NEEDS YOUR ACTION ITEM SELECTED PROJECT ID; API) ZQS~g3Q'ZZ LEGAL REQUIREMENTS Site Plan /, MO 1. Provide a fully dimensioned site plan drawn to scale. Show: north arrow, property lines, easements, existing and proposed structures, .sjzreets, existinq_street^improvements, riqht-ofrwav—width and dimension setbacks. 2. Show on site plan: Finish floor elevations, pad elevations, elevations of finish grade adjacent to building, existing topographical lines, existing and proposed slopes, driveway with percent (%) grade and drainage patterns. 3. Provide legal description and Assessors Parcel Number. Discretionary Approval Compliance 4. No Discretionary approvals were required. 5. 6. Project complies with all Engineering Conditions of Approval for Project No. . Project does not comply with the following Engineering Conditions of Approval for Project No. Conditions complied with by:. Field Review Date: Field review completed. No issues raised. 8.Field review completed. The following issues or discrepancies with the site plan were found: '—' '—' A. Site lacks adequate public improvements B.Existing drainage improvements not shown or in conflict with site plan. C. Site is served by overhead power lines. P:\DOCS\MISFORMS\FRM0010.0H REV. 02/27/91 Grading is required to access site, create pad or provide for ultimate street improvement. Site access visibility problems exist. Provide onsite turnaround or engineered solution to problem. Other: Dedication Requirements 9. No dedication required. MAP 10. Dedication required. Please have a registered Civil Engineer or Land Surveyor prepare the appropriate legal description together with an 8V x 11" plat map and submit with a title report and the required processing fee. All easement documents must be approved and signed by owner(s) prior to issuance of Building Permit. The description of the dedication is as follows: Dedication completed, Date_By:. Improvement Requirements 11 12. No public improvements required. SPECIAL NOTE; Damaged or defective improvements found adjacent to building site must be repaired to the satisfaction of the City inspector prior to occupancy. Public improvements required. This project requires construction of public improvements pursuant to Section 18.40 of the City Code. Please have a registered Civil Engineer prepare appropriate improvement plans and submit for separate plancheck process through the Engineering Department. Improvement plans must be approved, appropriate securities posted and fees paid prior to issuance of permit. The required improvements are: __ 5lDEvUAL(CS ADTAcKMT TO yp O PPMPBR.TY BOTH AMD D<9M/\)A Improvement plans signed, Date:. P:\DOCS\MISFORMS\FRM0010.DH by: REV. 02/27/91 13 13a n Bn ana 14 15. Improvements are required. Construction of the public improvements may be deferred in accordance with Section 18.40 of the City Code. Please submit a letter requesting deferral of the required improvements together with a recent title report on the property and the appropriate processing fee so we may prepare the necessary Future Improvement Agreement. The Future Improvement Agreement must be signed, notarized and approved by the City prior to issuance of a Building Permit. Future Improvement Agreement completed, Date: __ By: _ Inadequate information available on site plan to make a determination on grading requirements. Please provide more detailed proposed and existing elevations and contours. Include accurate estimates of the grading quantities (cut, fill, import, export) . No grading required as determined provided on the site plan. by the information Grading Permit required. A separate grading plan prepared by a registered Civil Engineer must be submitted for separate plan check and approval through the Engineering Department . NOTE: The Grading Permit must be issued and grading substantially complete and found acceptable to the City Inspector prior to issuance of Building Permits. Grading Inspector sign off. Date:. Miscellaneous Permits 16. Right-of-Way Permit not required. 17. Right-of-Way Permit required. A separate Right-of-Way Permit issued by the Engineering Department is required for the following: Sewer Permit is not required. Sewer Permit is required. A sewer Permit is required concurrent with Building Permit issuance. The fee required is noted below in the fees section. Industrial Waste Permit is not required. P:\DOCS\MISFORMS\FRH0010.DH REV. 02/27/91 \ nnn 21. Industrial Waste Permit is required. Applicant must complete Industrial Waste Permit Application Form and submit for City approval prior to issuance of a Building Permits. Permits must be issued prior to occupancy. Industrial Waster Permit accepted - Date: By: [ D D D D D Fees Required 27. Park-in-Lieu Fee Quadrant:_Fee per Unit:. Total Fees: 23 24, Tra'ffic Impact Fee Fee Per Unit:Total Fee: Bridge and Thorough fare Fee Fee Per Unit:Total Fee: 25. Public Facilities Fee required. 26. Facilities Management Fee Zone: 27. Sewer Fees Permit No. Benefit Area: 28. Sewer Lateral R Fee: 29. REMARKS: Fee: EDU's Fee: ired: ZJEL "TO ENGINEERING AUTHORIZATION TO ISSUE PERMIT DATE: P:\DOCS\MISFORMS\FRM0010.DH REV. 02/27/91 I 0>r° V 11)011) *J *•» *•*to co toa a a \ * Plan Check No. Planner PLANNING CHECKLIST Address 2 O^ t 66sfJh u/ 7*" Phone 438-1161 ext. ty 3 ? S" (Name) ~ 2.2-APN: Type of Project and Use Zone j\ r- \ _ Facilities Management Zone 1 Legend D Item Complete Item Incomplete - Needs your action 1,2,3 Number in circle indicates plancheck number where deficiency was identified Environmental Review Required: YES NO DATE OF COMPLETION: ^TYPE Compliance with conditions of approval? If not, state conditions which require action. Conditions of Approval ; Discretionary Action Required: YES NO XrYPE DATE:APPROVAL/RESO. NO. PROJECT NO. OTHER RELATED CASES: Compliance with conditions of approval? If not, state conditions which require action. Conditions of Approval California Coastal Commission Permit 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 ; Landscape Plan Required: YES NO See attached submittal requirements for landscape plans Site Plan: Q-LI n finn Zoning: D 1. Provide a fully dimensioned site plan drawn to scale. Show: North arrow, property lines, easements, existing and proposed structures, streets, existing street improvements, right-of-way width and dimensioned setbacks. 2. Show on Site Plan: Finish floor elevations, elevations of finish grade adjacent to building, existing topographical lines, existing and proposed slopes and driveway. 3. Provide legal description of property. 4. Provide assessor's parcel number. Setbacks: B'U D nan Front: Required Int. Side: Required Street Side: Required Rear: Required 2. Lot coverage: Required 3. Height: Required 4. Parking: Spaces Required Guest Spaces Required Additional Comments 20* Shown 3>0f /i 7 Shown /}f 6 f (O1 Shown Wl" iM. 4 'Shown ?7" *W* Shown ^ W}0 3& Shown ^- i & ^^ Shown ^/^ Shown OK TO ISSUE AND ENTERED APPROVAL INTO COMPUTER DATE PLNCK.FRM JOB- SOWARDS AND BROWN ENGINEERING 2187 Newcastle Ave., Suite 202 CARDIFF BY THE SEA, CALIFORNIA 92007 SHEET NO.. CALCULATED BY. CHECKED BY SCALE. OF_ DATE. DATE. JOB- SOWARDS AND BROWN ENGINEERING 2187 Newcastle Ave., Suite 202 CARDIFF BY THE SEA, CALIFORNIA 92007 SHEET NO.-OF- CALCULATED BY- CHECKED BY SCALE V- -> DATE. >7, -f _ VT - At JL^, 1 4 »^r. j..^.....:j/.....' {.... j • £ £* _. -. 1 HP ~t~ fc A /IS ..AL I II ! .M !5!T7T 4. a... j i•A/*U j" j. J j ; j ""v i T """"' "J' I" .Jlfiie**. fe- E S Jr(O 1iboa 4-&> f 4 zrfc tie. JOB- SOWARDS AND BROWN ENGINEERING 2187 Newcastle Ave., Suite 202 CARDIFF BY THE SEA, CALIFORNIA 92007 SHEET NO-OP. CALCULATED BY. CHECKED BY SCALE DATE. DATE. JOB- SOWARDS AND BROWN ENGINEERING 2187 Newcastle Ave., Suite 202 CARDIFF BY THE SEA, CALIFORNIA 92007 SHEET NO.. CALCULATED BY- CHECKED BY SCALE. OF DATE. DATE. JOB- SOWARDS AND BROWN ENGINEERING 2187 Newcastle Ave., Suite 202 CARDIFF BY THE SEA, CALIFORNIA 92007 SHEET NO- CALCULATED BY. CHECKED BY SCALE OF DATE. DATE. <=>=...M 'ff./b<7 H mOTi Uf ..i...-. 6o33 4$>4\»~> I4 p4••*• I— 1100 VTA JLj [__, _ i i i •"^•4 •! i V•"• •...A ...j i ........ ...... i- .,._^/ i I u»t ...1 Pfk - ~-"" * i Lfel ^ f.ifc' 4 & t 9) M •^^o i -z4 r 1 1 i . ' ....... o JOB- SOWARDS AND BROWN ENGINEERING 2187 Newcastle Ave., Suite 202 CARDIFF BY THE SEA, CALIFORNIA 92007 SHEET NO. CALCULATED BY. DATE. SCALE. M •i r ^T F, if.H! L /A !-. 1.3 •—i •"'T "' ! 'J' \T 73in fe ^b&r 0<% |_|_ f... ! 4- .___!.„.,... ±4. Ii .._..(. ..f : j Ito)- ""?•••1 i'...! T- JOB- SOWARDS AND BROWN ENGINEERING 2187 Newcastle Ave., Suite 202 CARDIFF BY THE SEA, CALIFORNIA 92007 SHEET NO..7 OF CALCULATED BY. CHECKED BY SCALE DATE. DATE. '•Il 60 II !**T> i if "... i !... 5?// " "Ii .....I L _4__ J: -to : i * >- 4 * \f \ k ......... xd i ^ oo<y .:.. ._ JOB- SOWARDS AND BROWN ENGINEERING 2187 Newcastle Ave., Suite 202 CARDIFF BY THE SEA, CALIFORNIA 92007 SHEET NO..OF. CALCULATED BY. CHECKED BY DATE. DATE. /7 //<•/*/ &3rt-± !I ;..........] \_ i :t;•G* T • i r 'Sf- t"- D StfUMnOh! fr o j- .X..' .......... qr "t« I 7O !$• g M, Z^^S .... f ^3 l (0 Hi t-t>*>?. 1(jpG<b_ \itf~l ^> 4- JOB- SOWARDS AND BROWN ENGINEERING 2187 Newcastle Ave., Suite 202 CARDIFF BY THE SEA, CALIFORNIA 92007 SHEET NO.. CALCULATED BY. CHECKED BY SCALE OF DATE. DATE. ><|T>V 1... bc(M> ...4... .....j... ; :r " !" * I .... ./...„! .......... .... «•| ""t : F" AU Nsr! f> > M)If r Rsr Vfi \<rf fZ-'l \0 1*2. cO HS JOB- SOWARDS AND BROWN ENGINEERING 2187 Newcastle Ave., Suite 202 CARDIFF BY THE SEA, CALIFORNIA 92007 SHEET NO..'OF. CALCULATED BY.Jl_tl^/li DATE. SCALE. ,..j j... p.BVM. 5fi& ..t |r?rM """"7 i i i iI i• _ : i i *<j r ; I I | (loo/*A i&T f « tos-^ x f I \-z i _ 10 Xi t : £JL P^ ^ 60 x-z^I'boO y^..«?.. .„„.! „.„, -•• : oxn<is x US I l i f BARRY AND ASSOCIATES GEOTECHNICAL ENGINEERING P.O. Box 348 Encinitas, CA 92023-0348 (619)753-9940 March 2, 1992 Mr. Arno Zielke 2044 Chestnut Avenue Carlsbad, CA 92008 Subject: PLAN REVIEW Plan Check No. 91-1562 Proposed Addition 2044 Chestnut Avenue Carlsbad, California Reference: PRELIMINARY GEOTECHNICAL INVESTIGATION Proposed Addition Lot 21, Unit 2, Map No. 4165 2044 Chestnut Avenue Carlsbad, California Prepared by A.R. Barry and Associates Dated February 5, 1992 Dear Mr. Zielke, As requested, we have reviewed the plans prepared by B.A. Worthing for the proposed addition. The plans incorporate the recommendations presented in the above referenced report. However, the proposed slabs should be reinforced with No. 3 bars placed 24 inches, on center in both directions as recommended in the referenced report. All of the applicable recommendations presented in our preliminary geotechnical study should be implemented during the construction phase. Should any unforeseen geotechnical conditions be encountered during the construction phase, additional recommendations may be necessary at that time. If you have any questions, please do not hesitate to contact us at (619) 753-9940. This opportunity to be of service is appreciated. Respectfully submitted, A.R. BARRY AND ASSOCIATES Mark Burwell A. R. Barry,'P.E. Geologist Principal Engineer BARRY AND ASSOCIATES GEOTECHNICAL ENGINEERING P.O. Box 348 Encinitas, CA 92023-0348 (619) 753-9940 February 5, 1992 Mr. Arno Zielke 2044 Chestnut Avenue Carlsbad, CA 92008 Subject: PRELIMINARY GEOTECHNICAL INVESTIGATION Proposed Addition Lot 21, Unit 2, Map No. 4165 2044 Chestnut Avenue Carlsbad, California Dear Mr. Zielke, In response to your request, we have performed a preliminary geotechnical investigation at the subject site for the proposed addition. The findings of the investigation, laboratory test results and recommendations for foundation design are presented in this report. From a geotechnical point of view, it is our opinion that the site is suitable for the proposed development, provided the recommendations in this report are implemented during the design and construction phases. If you have any questions, please do not hesitate to contact as at 753-9940. This opportunity to be of service is appreciated. Respectfully submitted, A.R. BARRY AND ASSOCIATES Mark Burwell Geologist A.R. Barry, Principal Engineer PRELIMINARY GEOTECHNICAL INVESTIGATION Proposed Addition Lot 21, Unit 2, Map No. 4165 2044 Chestnut Avenue Carlsbad, California Prepared For: Mr. Arno Zielke 2044 Chestnut Avenue Carlsbad, California February 5, 1992 W.O. #P-1260 Prepared By: A.R. BARRY AND ASSOCIATES P.O. Box 348 Encinitas, CA 92024 TABLE OF CONTENTS INTRODUCTION 2 SITE CONDITIONS 2 PROPOSED CONSTRUCTION 2 SITE INVESTIGATION 3 LABORATORY TESTING 3 GEOTECHNICAL CONDITIONS 4 CONCLUS IONS AND RECOMMENDATIONS 5 A . GENERAL 5 B . FOUNDATIONS 6 C. SLABS ON GRADE , 7 D. DRAINAGE 7 E. INSPECTIONS AND DENSITY TESTING 8 F. PLAN REVIEW 8 G. LIMITATIONS 8 APPENDICES APPENDIX A LABORATORY TEST RESULTS VICINITY MAP BORING LOGS SITE PLAN February 5, 1992 W.O. #P-1260 Page 2 INTRODUCTION This report presents the results of our preliminary geotechnical investigation. The purpose of this study is to evaluate the nature and characteristics of the earth materials underlying the property and their influence on the construction of the proposed addition. SITE CONDITIONS The subject property is located at the northwest corner of Chestnut Avenue and Donna Drive, in the city of Carlsbad. The site includes a single family residence situated on a split level pad. The lower western portion of the pad supports a garage and a single-story structure above. The eastern portion of the pad is bounded by a variable height slope which ascends at a gradient of about 2:1, for up to 6.0 vertical feet, to the street. This slope is supported along the base by a 2.5 foot high wooden wall. Two parallel 3.0 foot high walls terrace the rear slope, along the northern extent of the lower pad. A north-south 4.0 foot high wall retains the upper pad in the rear yard area. Vegetation includes grasses, shrubs and a few trees. Drainage is generally poorly developed in that ponding occurs in several areas adjacent to the foundation. j; PROPOSED CONSTRUCTION Plans for the proposed addition were prepared by B.A. Worthing. February 5, 1992 W.O. fP-1260 Page 3 The plans indicate that the addition will be constructed in the northeastern portion of the existing residence/garage. The addition will be supported on new continuous footings with slab on grade floors. SITE INVESTIGATION Three exploratory borings were drilled with a portable auger drill rig to a depth of 6.0 feet. Earth materials encountered along the excavation walls were visually classified and logged by our field engineer. Undisturbed, representative samples of earth materials were obtained at selected intervals. Samples were obtained by driving a thin walled steel sampler into the desired strata. The samples are retained in brass rings of 2.5 inches inside diameter and 1.0 inches in height. The central portion of the sample is retained in close fitting, waterproof containers and transported to our laboratory for testing and analysis. LABORATORY TESTING Classification The field classification was verified through laboratory examination, in accordance with the Unified Soil Classification System. The final classification is shown on the enclosed Boring Logs. February 5, 1992 W.O. fP-1260 Page 4 Moisture/Density The field moisture content and dry unit weight were determined for each of the undisturbed soil samples. The dry unit weight was determined in pounds per cubic foot. The field moisture content was determined as a percentage of the dry unit weight. Both are shown on the enclosed Boring Logs. This information is useful in providing a gross picture of the soil consistency between exploratory excavations and any local variations. Maximum Dry Density/Optimum Moisture Content The maximum dry density and optimum moisture content were determined for selected samples of earth materials taken from the site. The laboratory standard tests were in accordance with ASTM D-1557-78. The results of the tests are presented in Appendix "A". GEOTECHNICAL CONDITIONS Soil A thin veneer of soil, up to 4.0 inches, was observed on most of the site. The soil consists of tan to brown silty sand in a moist and loose condition. The soil grades into the underlying terrace deposits. i»i Terrace Deposit The subject property is underlain by poorly to moderately February 5, 1992 W.O. #P-1260 Page 5 consolidated Pleistocene terrace deposits. The sedimentary unit is classified as tan to reddish brown, silty and fine-grained sandstone with clay. The sandstone is weakly cemented and varies from a moderately dense to a dense condition. In the vicinity of Boring No. 2, a relatively high moisture content was observed in the terrace deposits as a result of localized irrigation. Expansive Soils The surficial deposits and underlying terrace deposits encountered on the site are predominantly granular deposits with an expansion potential in the low range. Groundwater No evidence of perched or shallow groundwater tables was encountered at the time of this study. However, it is possible that minor seepage problems may occur after the proposed construction. These are usually minor phenomena, often associated with over-irrigation and poor drainage control. CONCLUSIONS AND RECOMMENDATIONS As per our conversation with B.A. Worthing, the proposed addition will be supported entirely on new foundations. The , recommendations presented in this report should be reviewed by the project structural engineer. Revision or modifications to the plans may be necessary. February 5, 1992 W.O. IP-1260 Page 6 Foundations Footings for the proposed addition should be a minimum of 12 inches wide and founded a minimum of 12 or 18 inches into competent terrace deposits for single and two-story residences, respectively. Steel reinforcement should consist of a minimum of four No. 4 bars, two 2" from the top of the footing and two 3" from the base. Footings founded a minimum of 12 or 18 inches into competent terrace deposits may be designed for a bearing value of 2000 pounds per square foot. The bearing value indicated above is for the total dead and frequently applied live loads. This value may be increased by 33 percent for short durations of loading, including the effects of wind and seismic forces. Resistance to lateral load may be provided by friction acting at the base of foundations and by passive earth pressure. A coefficient of friction of 0.35 may be used with dead-load forces. A passive earth pressure of 250 pounds per square foot, per foot of. depth of terrace deposits penetrated to a maximum of v2000 pounds may be used. February 5, 1992 W.O. #P-1260 Page 7 Slabs on Grade Slab subgrades should be inspected by a representative of this firm. Densification of the surficial deposits in the slab areas may be necessary. Recommendations for compaction, if necessary, will be provided during the construction phase. Slabs on grade should be a minimum of 4.0 inches thick and reinforced in both directions with No. 3 bars placed 24 inches on center. The slab should be underlain by a minimum 2.0-inch sand blanket. Where moisture sensitive floors are used, a minimum 6.0-mil Visqueen or equivalent moisture barrier should be placed over the sand blanket and covered by an additional two inches of sand. Utility trenches underlying the slab may be backfilled with on-site granular materials, compacted to a minimum of 90 percent of the laboratory maximum dry density. However, sufficiently compacting the backfill deposits may damage or break shallow utility lines. As such, minor settlement of the backfill in the trenches is anticipated. In order to reduce the possibility of cracks occurring, the slab should be provided with additional reinforcement to bridge over trenches. Exterior concrete flatwork should be a minimum of 4.0 inches thick and reinforced with 6x6-10x10 welded-wire fabric. Drainage Pad water should be directed away from foundations and around the structure to a suitable location. Roof water should be collected February 5, 1992 W.O. tP-1260 Page 8 •* and conducted to the driveway or suitable location, via non- erodible devices. Pad water should not be allowed to pond. Inspections and Density Testing Structural footing excavations should be inspected by a representative of this firm, prior to the placement of steel. Fill should be placed while a representative of this firm is present to observe and test. Plan Review A copy of the final building plans should be submitted to this office for review, prior to the initiation of construction. Additional recommendations may be necessary at that time. LIMITATIONS This report is presented with the provision that it is the responsibility of the owner or the owner's representative to bring the information and recommendations given herein to the attention of the project's architects and/or engineers so that they may be incorporated into plans. If conditions encountered during construction appear to differ „ b from those described in this report, our office should be notified so that we may consider whether modifications are needed. No responsibility for construction compliance with February 5, 1992 W.O. IP-1260 Page 9 design concepts, specifications or recommendations given in this report is assumed unless on-site review is performed during the course of construction. The subsurface conditions, excavation characteristics cind geologic structure described herein are based on individual exploratory excavations made on the subject property. The subsurface conditions, excavation characteristics and geologic structure discussed should in no way be construed to reflect any variations which may occur among the exploratory excavations. Please note that fluctuations in the level of groundwater may occur due to variations in rainfall, temperature and other factors not evident at the time measurements were made and reported herein. A.R. Barry and Associates assumes no responsibility for variations which may occur across the site. The conclusions and recommendations of this report apply as of the current date. In time, however, changes can occur on a property whether caused by acts of man or nature on this or adjoining properties. Additionally, changes in professional standards may be brought about by legislation or the expansion of knowledge. Consequently, the conclusions and recommendations of this report may be rendered wholly or partially invalid by events beyond our control. This report is therefore subject to review and should not be relied upon after the passage of three years. February 5, 1992 W.O. tP-1260 Page 10 The professional judgments presented herein are founded partly on our assessment of the technical data gathered, partly on our understanding of the proposed construction and partly on our general experience in the geotechnical field. Our engineering work and the judgments given meet present professional standards. However, in no respect do we guarantee the outcome of the project. If you have any questions, please do not hesitate to contact our office at 753-9940. The opportunity to be of service is greatly appreciated. Respectfully submitted, A.R. BARRY AND ASSOCIATES Mark Burwell A.R. Barry, P.EV Geologist Principal Engineer APPENDIX "A" LABORATORY TEST RESULTS TABLE I Maximum Dry Density and Optimum Moisture Content (Laboratory Standard ASTM D-l557-78) Sample Max. Dry Optimum Location Density (pcf) Moisture Content B-3 <§ l'-2' 128.0 9.5 TABLE II Field Dry Density and Moisture Content Sample Field Dry Field Moisture Location Density (pcf) Content (%) B-l @ 1.5' 119.7 11.3 B-2 @ 2.51 115.1 12.0 B-3 @ 1.5' 118.2 11.1 B-3 @ 3.0' 119.8 11.4 .MAP NO 4\784 1"=200' EXPLORATORY BORING LOG \— i\|(il\ll I A^ i A *-«xn/4.-INWIINI 1 /-\0, v_//~^ wc-w^-t PROJECT NUMBER DATE BORING NUMBER P-1260 2/5/92 B-l DRILL RIG.portable Auger SURFACE ELEVATION:Lower pad LOGGED BY: M>B. DEPTH TO GROUNDWATER: N/A BORING DIAMETER: 6 ". DATE DRILLED: 1/14/92 DEPTH (FEET) - 1 - - 2 - ~ 3 - 4 - _ c - - 7 - - a - - 9 - - 10 - - 11 - - 12 - - 13 - - 14 - - 15 — " ~ DESCRIPTION AND CLASSIFICATION DESCRIPTION AND REMARKS v 0-6" Garden Soil: Sand, Silty, tan to brown, organic, very moist, loose TERRACE DEPOSITS: Sandstone, clayey, fine- to medium-grained, reddish brown, weathered in upper 6 inches, dense below, moist to 3.0', slightly moist below, weakly cemented End of Boring @ 6' No Groundwater No Caving Please Note: Stratification lines sno*n reoreseni approximate DOunaanes Detween rr:a:e"2! types. The actual transition may De grac-jas.GRAPHICLOGI III!)I?IM AUG %)SUrilSlOW O13I.J' 1- <f> S'oQ O. QtD EXPLORATORY BORING LOG A.R [ . BARRY & ASSOCIATES Zielke Project P.O. BOX 348 -M(M[\I TAQ i A U^fiyA -_1NWIINI 1 /-VO, W/-V wc.wri.-r PROJECTNUMBER DATE BORING NUMBER ^Uia; /uu \JO*->£- p-1260 2/5/92 B-2 DRILL RIG: portable Auger SURFACE ELEVATION: Upper pad LOGGED BY: M.B. DEPTH TO GHOUNDWATER: N/A BORING DIAMETER: 6 " DATE DRILLED: I/ 14/92 DEPTH (FEET) - 1 - - 2 - ~ 3 - 4 - - 5 - - 6 - - 7 - - 8 - - 9 - - 10 - - 11 - - 12 - - 13 - - 14 - - 15 — ' ~ DESCRIPTION AND CLASSIFICATION DESCRIPTION AND REMARKS •^0-4" Garden Soil: Sand, silty, organic TERRACE DEPOSITS: Sandstone, clayey, reddish brown, very moist in upper 3.0', moist below, dense to very dense, weakly cemented End of Boring @ 6 ' No Groundwater No Caving < 1 3?ease Note: Stratification lines snown represent acDroximate boundaries oetween r^a-.e'-ai types, the actual transition may be graa:jai. 0 Q FIELD MOISTURE(% nr<Y Wlr'Killl)h- 0 CL Q EXPLORATORY BORING LOG A.R . BARRY & ASSOCIATES P.O. BOX 348 Zielke Project — 1\| ( I |\l I I A t-l i A ^s\Ysu. — ""-INV^IINI 1 AAO, 0/-\ w^-U^M- PROJECTNUMBER DATE BORING NUMBER ^u iw; /oo uu^^ p-1260 2/5/92 B-3 DRILL RIG: portable Auger SURFACE =LEVATiON:Lower Pad LOGGED BY: MiB. DEPTH ~O GROUNDWATER: N/A BORING DIAMETER: 6 " DATE DRILLED: 1/14/92 DEPTH (FEET) - 1 - - 2 - - 3 - - 4 ~ - 5 - - 6 - - 7 - - 8 - - 9 - - 10 - - 11 - - 12 - - 13 - - 14 - -15 — _ _ DESCRIPTION AND CLASSIFICATION DESCRIPTION AND REMARKS -v^O-4" Organic Garden Soil TERRACE DEPOSIT: Sandstone, clayey, reddish brown, soft and clayey in upper 8.0", moderately dense below weathered zone, very moist in upper 2.0', weakly cemented / End of Boring §• 6' No Groundwater No Caving PJease Note: Stratification lines src*^ represent aoDroximate nounaanes oetwetn rr.z'-S'-i1. r/pes. The actual transition may be grac.£i.GRAPHICLOGFIELD MOISTURE|".i Onv Wk'l(il-ll)f— en Q O ca CHESTNUT AVE. TITLE 24 REPORT FOR: EXITING + ADDITION 2044 CHESTNUT CARLSBAD, CA PROJECT DESIGNER: BA WORTHING PLAN SERVICE P.O. BOX 1041 CARLSBAD, CA 92018 729-3965 OWNER: ARNO ZJELKE 2044 CHESTNUT CARLSBAD, CA REPORT PREPARED BY: TITLE-24 ENERGY CONSULTANTS 553 ENCINITAS BLVD. #108 ENCINITAS, CA. 92024 (619) 944-7466 Job Number: 9206A Date: 12/23/1991 The COMPLY 24 computer program has been used to perform the calculations summarized in this compliance report. This program has interim approval and is authorized by the California Energy Commission for use with the Second Generation Nonresidential Building Energy Efficiency Standards for Nonresidential Occupancies. Second Generation Residential Occupancies shown to comply with this program conform to the results produced by the Public Domain Point System, developed by the California Energy Commission.