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HomeMy WebLinkAbout2536 LA COSTA AVE; ; CB950303; PermitBUI 01. W01 , , , I LDING PERMIT Permit No: CB950303 04/11'95 12:45 Project No: A9500438 Page 1 of 1 Development No: Job Address: 2536 LA COSTA AV Suite: Permit Type: RESIDENTAL ADD/ALT 1440 04/11/95 0001 01 02 Parcel No: 216-360--06--00 S Lot#: C-F'RMT 411'0& Valuation: 24,499 Construction Type: VN Occupancy Group: R3 Reference#: Status: ISSUED Description: 136 SF ADD + 85 SF DECK + ROOF Applied: 03/03/95 STRUCTURE Apr/Issue: 04/11/95 Entered By: DC Appl/Ownr : WITHERALL CONSTRUCTION 619 931-1317 POBOX 3109 CARLSBAD, CA 92009 *** Fees Required e Cro ected & Credits - Fees: 5I6.00© \ Adjustments: / .00 TotaJ G .As?\ .00 Total Fees: /5L\00 T 'ay#s:\ 105.00 Bala n er4: 411.00 Fee description / Leni Ext fee Data Building Permit .... 252.00 Plan Check 164:00 Strong Motion Fee /-di Jj * BUILDING TOTAL -.Jj/ lIvi J 418.00 Enter "Y" for Plum ling Issu.. F 7.09 21.00 20.00 Y Each Building Sewer \ > 1 15.0.0 15.00 * PLUMBING TOTAL \ INCORPORATED 56.00 1952 Enter "Y" for Electri I Enter "Y" for Remodel > 10.00 y * ELECTRICAL TOTAL 0 20.00 Enter 'Y' for Mechanical Is-su ee 15.00 Y Each Install Fireplace > 1 6.50 6.50 * MECHANICAL TOTAL 5 22.00 , VAPPROVAL Hl NSP. ICLEARANCE DATE CITY OF CARLSBAD 2075 Las Palmas Dr., Carlsbad, CA 92009 (619) 438-1161 PERMIT APPLI N City of Carlsbad BuiLding Department 2075 Las Palmas Dr., Carlsbad, CA 92009 (619) 438-1161 From List I (see back) give code of Permit-Type: For Residential Projects Only: From List 2 (see back) give Code of Structure-Type: PLAN CHECK NO. F5 0 EST. VAL /ç/7/ PLAN CK DEPOSiT VALID. BY DATE 0908 03/03/95 0001 01 02 C-PRMT 105-00 Net Loss/Gain of Dwelling Units 2. PROJECT INFORMATION FOR OFFICE USE ONLY Address 2t5-3 -,4. esr* ,Mf& Building or Suite No. Nearest Cross Street C-ik NI ft-IC) 2-7 CHEA BELOW IF SUBMITFED: 92 Energy Calcs 02 Structural Calcs '2 Soils Report DI Addressed Envelope ASSESSOR'S PARCEL 2—I (' • 3 (PO • 9 Op EXISTING USE ' f P. PROPOSED USE DESCRIPTION OF WORK SQ. FT. # OF STORIES 1 # OF BEDROOMS S # OF BATHROOMS A. LLJNIItLI rtUtY.Jr4 L11 uiiiereni irom applicant' NAME (last. name first) ADDRESS 724-7 GscWC-S M173 CITY AI O( 166,70 STATE CA' ZIP CODE ? 2.4 L DAY TELEPHONE APPLICANT [JCONIKACIUR UACENIFOkt CON IHA(JIUH UUWNLH /..IACENl FOR OWNL NAME (last name first) Ti t-t ADDRESS 7M'T3' CITY STATE Clk ZIP CODE ¶'~- I DAY TELEPHONE PROPERTY OWNER NAME (last name first) e\f,i6 1-1 ADDRESS 253C' L.-A c7991 fr'sJ. CITY -'P STATE C',&. ZIP CODE I 2-061 DAY TELEPHONE '94'a 7 WN1HA(JIUR NAME Gast name first Vi yk C. ADDRESS rr CAaiz4C CITY STA. E DAY TELEPHON ZIP CODE S-7 o )(&4&Ji i I/i LIC 13 ENSE CLASS CLASS CITY BUSINESS UC. # vtltiNLi. NI\ivlt kiasi name iirstj —r-I M ?ULfltt 7...q-7 'C.4A.' L." flTh. LVI.— CITY .'Q• STATE C. ZIP CODE '77--(l DAY TELEPHONE STATE UC. # WORKERS' CDMPENSATION Workers' Compensation Declaration: I hereby affirm that I have a certificate of consent to sell-insure issued by the Director 01 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. Q. INSURANCE COMPANY POLICY NO. EXPIRATION DATE Certificate of Exemption: I certify 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 the Workers' Compensation Laws of California. SIGNATURE DATE OWNER-BUIU)ER DECLARATION - Owner-builder Declaration: 1 hereby affirm that I am exempt from the Contractors License Law for the following reason: O 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.). 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). 0 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 structury a d ce, also requires the applicant for such permit to file a signed statement that he is licensed pursuant to the provisions ocense Law (Chapter 9, commencing with Section 7000 of Division 3 of the Business and Professions Code) or that he i and the basis for the alleged exemption. Any violation of Secti 701.5 by any applicant for a permit - subjects the not more than five hundred dollars [$500]). SIGNATURE DATE Is the applicant o1flure building 4e'cupant 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 Account 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 0 N IF ANY OF THE ANSWERS ARE YES, A FINAL CERTIFICATE OF OCCUPANCY MAY NCYF BE ISSUED AFTER JULY 1, 1989 UNLESS THE APPLICANT HAS NET OR IS MEETING THE REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTmCr. WNSTRUCI1ON 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 LENDER'S ADDRESS APPLICANT CE1t11F1CAflON 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 CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS, COSTS 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'O" 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 or abandqnjd at an APPLICANVS SIGNATUR/ y is commenced for a period of 180 days (Section 303(d) Uniform BuiI ing Ie). DATE: 0 4 .. - UNSCHEDULZO I14PW!!CW / ATZ__,'/4'/q r tNSP'O / - PERMIT $ PtANCX $____________ .:oa,oPiu Tlxlc ARRIVE: TINX LEAVE:____________ co LVL DESCRIPTION AC? CO)ONTS - - - - - * - - - a - - - - - - — -. - - a - 'I CITY OF CARLSBAD INSPECTION REQUEST PERMIT# CB950303 FOR 08/01/95 DESCRIPTION: 136 SF ADD + 85 SF DECK + ROOF STRUCTURE TYPE: RAD JOB ADDRESS: 2536 LA COSTA AV APPLICANT: WITHERALL CONSTRUCTION CONTRACTOR: OWNER: REMARKS: MW/ALAN SPECIAL INSTRUCT: TOTAL TIME: CD LVL DESCRIPTION 14 ST Frame/Steel/Bolting/Welding INSPECTOR AREA TP PLPJNCK# CB950303 0CC GRP R3 CONSTR. TYPE VN STE: LOT: PHONE: 619 931-1317 PHONE: PHONE: INSPECTOR ACT COMMENTS ''4s2 t ç-j' tt- (e 1ee) ***** INSPECTION HISTORY ***** DATE DESCRIPTION 071395 Frame/Steel/Bolting/Welding 071395 Rough Electric 071295 Frame/Steel/Bolting/Welding 071095 Frame/Steel/Bolting/Welding 071095 Rough Electric 071095 Rough/Ducts/Dampers 062395 Rough/Ducts/Dampers 062195 Compliance Investigation 061295 Roof/Reroof 051195 Ftg/Foundation/Piers ACT INSP COMMENTS AP TP NON CONSTR. AREA ONLY AP TP NON CONSTR. AREA ONLY NR PY THEY ND TP CO TP SEE JOB CARD CO TP CO TP PA TP 211TRAPARN FOR JU8 TUB,SEE NOT P1 TP SET BACK QUESTION AP TP T & G SHEATHING CO TP ND FOUND. REV BY ENGINEER 11 CITY OF CARLSBAD INSPECTION REQUEST PERNIT# CB950303 I FOR 06/23/95 INSPECTOR AREA TP DESCRIPTION: 136 SF ADD +'85 SF DECK + ROOF PLANCK# CB950303 STRUCTURE 0CC GRP R3 TYPE: RAD : CONST TYPE VN JOB ADDRESS: 2536 LA COSTA AV STE: SLOT: APPLICANT: WITHERALL CONSTRUCTION PHONE: 619 931-1317 CONTRACTOR: PHONE: OWNER: PHONE: REMARKS: MW/RICHARD/942-4226 INSPECTOR SPECIAL INSTRUCT.: TOTAL TIME: CD LVL DESCRIPTION ACT COMMENTS 24 PL Rough/Topout .49 z z'i %-zi -'il ***** INSPECTION HISTORY ***** DATE DESCRIPTION ACT INSP COMMENTS 062195 Compliance Investigation P1 TP SET BACK QUESTION 061295 Roof/Reroof AP TP T & G SHEATHING 051195 Ftg/Foundatiori/Piers CO TP ND FOUND. REV BY ENGINEER Th A,cr7 i' ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA 92123 (619) 560-1468 DATE: 4/4/95 U APPLICANT JURISDICT11T JURISDICTION: Carlsbad 0 PLAN REVIEWER 0 FILE PLAN CHECK NO.: 95-303 SET: II PROJECT ADDRESS: 2536 La Costa Ave PROJECT NAME: Bevacqua Addition The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. U The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified on the attached sheet 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: Tim Caton 7247 Cowles Mountain Boulevard, San Diego, CA 92110 U 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 #: REMARKS: By: Pete Fischer Enclosures: Esgil Corporation LIGA E] CM PC 4/3/95 trnsmtl.dot Carlsbad 95-303 4/4/.95 City to review: Provide the follov'ing inked information on the City set (see the owner set): Smoke detector information on sheet TI note 13. The new rafters are at 19.2" o.c. on sheet A2. C. The existing rafters at the south end of the master bath are 2x1 0 at 24" o.c. and the existing 4x1 0 roof beam is continuous and will cantilever 3' into the master bath on sheet A2. d. The new footing at the south end of the master bath is 24"x24"x12" deep on sheet A2. e.; The wall at the rear of the living continues into the master bath area on sheet Al (at the location shown on sheet A2). 6. C. Show safety glazing on sheet Al at the master bath for the existing window within 5 feet of the new shower floor, per Section 5406(d). c. The handgrip portion of handrails shall be not less than 1-1/2", nor more than 2" in cross-sectional dimension. See the attached detail. Note on the quartz rock detail on sheet Al that the rock veneer must be anchored in accordance with Section 3006(d)l unless the weight is less than 15 psf. If you have any questions regarding these items, please contact Pete Fischer of Esgil Corporation at (619) 560-1468. Thank you. ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA 92123 (619) 560-1468 DATE: 3/15/95 JURISDICTION: Carlsbad PLAN CHECK NO.: 95-303 PROJECT ADDRESS: 2536 La Costa Ave PROJECT NAME: Bevacqua Addition SET:I NT O JURISDICTI N 0 PLAN REVIEWER O 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 building 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 checklist is enclosed, for the jurisdiction to forward to the applicant contact person. The applicant's copy of the check list has been sent to: Tim Caton 7247 Cowles Mountain Boulevard, San Diego, CA 92110 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 #: J REMARKS: By: Pete Fischer Enclosures: Esgil Corporation [:1 GA ECM Z.PC 3/6 trnsmtl.dot Carlsbad 95-303 3/15/95 PLAN REVIEW CORRECTION LIST SINGLE FAMILY DWELLINGS AND DUPLEXES PLAN CHECK NO.: 95-303 JURISDICTION: Carlsbad PROJECT ADDRESS: 2536 La Costa Ave FLOOR AREA: + 136 STORIES: 1 HEIGHT: OK REMARKS: DATE PLANS RECEIVED BY JURISDICTION: DATE INITIAL PLAN REVIEW COMPLETED: 3/15/95 DATE PLANS RECEIVED BY ESGIL CORPORATION: 3/6 PLAN REVIEWER: Pete Fischer 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 95-303 3/15/95 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. XV Please make all corrections on the original tracings and submit two new sets of prints, to: The jurisdiction's building department. All sheets of plans must be signed by the person responsible for their preparation. (California Business and Professions Code). On the cover sheet of the plans, specify any items requiring special inspection, in a format similar to that shown below. Section 302(c). . 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 REQUIRED? REMARKS SOILS COMPLIANCE PRIOR TO FOUNDATION INSPECTION FIELD WELDING PIPE PILES DESIGNER-SPECIFIED OTHER When the valuation of a room addition or repair exceeds $1,000, smoke detectors shall be provided per Section 1210, except that smoke detectors added at existing construction need only be battery powered. Revise note 13 on sheet T-1. 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 (unless the glazing is 5'-0" or higher above the walking surface). 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 (unless the glazing is more than 36" horizontally away from walking surfaces or if a complying protective bar is installed). C) • Glazing in shower and tub enclosures (including windows within 5 feet of' tub or shower floor. Carlsbad 95-303 3/15/95 7. Show how guardrail cohnection details are adequate to support 20 pounds per lineal foot at a right angle to the top rail. Table 23-B. 8. Provide stairway and landing details. Section 3306 (b), (c) and (o) a) Maximum 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. 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. C) The handgrip portion of handrails shall be not less than 1-1/2", nor more than 2" in cross-sectional dimension. 10. Show anchored veneer support and connections attached to wood in Seismic - Zones 3 and 4, comply with Section 3006 (d)1 and Section 2515 (a). Show ties and #9 wire in horizontal joints, etc. 11. Note on the plans that "all weather-exposed 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 1708. 12. Show height of chimney above roof per I.C.B.O. approval and Table 37-B (3' above the roof immediately adjacent to the chimney). 13. Note on the plans that approved spark arrestors shall be installed on all chimneys. UBC, Section 3703(h). 14. Note on the plans that receptacle outlet locations will comply with 1990 NEC Art. 210-52(a). 15. 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 in bathrooms (all bathroom outlets), outdoors. 16. Per the energy calculations, show on the plans that the following glazing is removed from the master bedroom as a part of the remodel: 16 sqft west, 32 sqft north and 32 sqft east. 17. Provide fluorescent general lighting (40 lumens per watt minimum) in the bathroom. Carlsbad 95-303 3/15/95 The energy regulations require a properly signed Form CF-IR on the plans. Provide a note on the plans stating "All new glazing (fenestrations) will be installed with a certifying label attached, showing the U-value." Per soils report, indicate that a minimum 4" sand with a moisture barrier will be placed below the slab, and indicate the new footing will underpin the existing footing. Show height of retained earth on all foundation walls. Chapter 23. Indicate the minimum and maximum height from grade to the deck in the north grade beam detail on sheet A2. 22: If cut or fill slopes exist, show distance from foundation to edge of cut or fill slopes and show steepness and heights of cuts and fills. Chapter 29. 23. Note on plans that surface water will drain away from building and show drainage pattern. Section 2905 (f). 24. Show nailing will be in compliance with Table 25-Q. 25. Show or note fire stops at the following locations per Section 2516 (f): In concealed spaces of stud walls and partitions, including furred spaces, at the ceiling and floor levels and at 10 foot intervals both vertical and horizontal; -At all interconnections between concealed vertical and horizontal spaces such as occur at soffits, drop ceilings and cove ceilings; C) In openings around vents, pipes, ducts, chimneys, fireplaces and similar openings which afford a passage for fire at ceiling and floor levels, with noncombustible materials. d) At openings between attic spaces and chimney chases for factory-built chimneys. 26. Indicate the spacing (location) of the 4x1 0 roof rafters over the west 4x1 0 header. 27. Indicate the deck post-to-beam connection and the deck connection to the north grade beam. 28. Show how the roof is able to cantilever 3' at the right of section A2 without a continuous rafter. 29. 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. Carlsbad 95-303 3/15/95 Indicate that the glass block will comply with 24070). Will any bearing walls be removed as a part of this permit? It is not clear where the bearing walls occur at the master bath area. Indicate all exterior walls over 10' are 2x6 #2 grade and aminimum 3 full height studs will be provided adjacent to the 12' openings, or provide calculations. Show the interior nonstructural studs are a minimum 2x6 where the height exceeds 14' per Table 25-R-3 Show, conventional wall bracing per Section 2517 (g) 3, Table 254, or provide calculations. The rear living wall and the master bath to the right of the rear living wall no longer have their conventional shear walls. All new "conventional" shear walls should be plywood because of the height to length ratios. Detail the shear transfer connection at the north walls. Section 2513. Specify nail size and spacing for all shear walls. Maintain maximum diaphragm dimension ratios. [Tables 25 I, J, K and Section 4714 (d)]. If required, show size, embedment and location of hold down anchors on foundation plan. Section 302 (d). If hold downs are required, note on plan that hold down anchors must be tied in place prior to foundation inspection. Section 305 (e) I. . MISCELLANEOUS 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: YesU NoU 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 questions regarding these plan review items, please contact at Esgil Corporation. Thank you. Carlsbad 95-303 3/15/95 VALUATION AND PLAN CHECK FEE JURISDICTION: Carlsbad PLAN CHECK NO.: 95-303 PREPARED BY: Pete Fischer DATE: 3/15/95 BUILDING ADDRESS: 2536 La Costa Ave BUILDING OCCUPANCY: R3, Ml TYPE OF CONSTRUCTION: VN BUILDING PORTION BUILDING AREA (sq.ft.) VALUATION MULTIPLIER VALUE ($) R3 ADDITION 136 94 12784 DECK 85 11 935 NEW ROOF STR. 460 11 5060 TI 220 26 5720 Air Conditioning Fire Sprinklers TOTAL VALUE 24499 Building Permit Fee: Plan Check Fee: Comments: $ 252.00 $ 163.80 Sheet 1 of 1 valuefeedot o C4F? Cq IFO of Carlsbad BUILDING PLANCHECK CHECKLIST bATE:4'i Y/ 9 PLANCHECK NO. CB BUILDIN'G ADRESS: c2S34. L4 ,4'49 PROJECT DESCRIPTION: -5'i ASSESSOR's PARCEL NUMBER: —o— EST. VALUE/ 7' 7?," ENGINEERING DEPARTMENT DENIAL APPROVAL Please see the attached report of deficiencies marled The Item you have submitted for review has been with 13 Make necessary corrections to plans or approved. The approval Is based on plans, information specifications for compliance with applicable codes and and/or specifications provided In your submittal; therefore standards. Submit corrected plans and/or specifications any changes to these Items after this date, including field to this office for review. 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. 0 A Right-of-Way permit is required prior to construction By: Date:_________ of the following improvements: By: Date:_________ By: Date:________ ATTACHMENTS 0 Dedication Application O Dedication Checklist El Improvement ApplicatIon El Improvement Checklist El Future Improvement Agreement O Grading Permit Application El Grading Submittal Checklist O Right of Way Permit Application El Right of Way Permit Submittal Checklist and Information Sheet O Sewer Fee Information Sheet - ENGINEERING DEPT. CONTACT PERSON NAME: City of Carlsbad ADDRESS: 2075 Las Palmas Dr., Carlsbad, CA 92009 PHONE: (619) 438-1161, Ext. A-4 P:\D0CS\CHKLST\6P000I.FRM REV 05/11/94 2075 Las Palmas Dr. •carlsbad,CA 92009-1576 • (619) 438-1161 • FAX (619) 438-0894 is BUILDING PLANCHECK CHECKLIST SITE PLAN 2nd/ 3rd,' - ,, s /,/' 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 21/13 0 2. Show on site plan: Drainage Patterns C. Existing Topography Existing & Proposed Slopes 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)5]. /0 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 percenr (per 1990 UBC 2907(d)5.). O 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. EXISTING PERMIT NUMBER DESCRIPTION PAD0CS\CHKLS1N8P000I FAN Page 1 d 4 REV 05/11/94 BUILDING PLANCHECK CHECKLIST DISCRETIONARY APPROVAL COMPLIANCE 1sW 2nd,/'3rd,/ El 0 5. Project does not comply with the following Engineering Conditions of approval for fr Project No.- Conditions were complied with by: Date:_________________ DEDICATION REQUIREMENTS 0 0 6. Dedication for all Street Rights-of-Way adjacent to the building site and any storm ' 1,4 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:__________ IMPROVEMENT REQUIREMENTS 0 El 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 $ -pursuant to Code Section 18.40.040. Public improvements required as follows: Please have a registered Civil Engineer prepare appropriate Improvement plans and submit them together with the requirements on the attached checklist for a separate plancheck process through the Engineering Department. Improvement plans must be : approved, appropriate securities posted and fees paid pnor 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: P:\DOCS\CHKLST\BP000I.FRM Page 2 c(4 - REV 05/11/94 BUILDING PLANCHECK CHECKLIST 1 SW 2fldv' 3rd' DD 7b. Conabuction of the public improvements may be deferred pursuant to code Section 18.40. Please submit a recent property title report or current grant deed on the property and processing fee of $_ so we may prepare the necessary Future Improvement Agreement. This agreement must be signed, notarized and approved by the City prior to issuance of a Building Permit. Future public improvements required as follows: - Improvement Plans signed by: Date:___________ ... 7c. Enclosed please find your Future Improvement Agreement. Please return signed and notarized Agreement to the Engineering Department. Future Improvement Agreement completed by:_______________________________ Date: O 7d. No Public Improvements required. SPECIAL NOTE: Damaged or defective improvements found adiacent to building site must be repaired to the satisfaction of the 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. 11 El 0 8a. Inadequate information available on Site Plan to make a determination on grading requirements. Include accurate grading quantities (cut, fill import, export). 0 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 attached. NOTE: The Grading Permit must be issued and rough grading approval obtained prior to issuance of a Building Permit. ,/ Grading Inspector sign off by: Date: 0 0 8c. No Grading Permit required. P:WOc8\CHKL8T\BP000I.FRM Page 3 d4 REV 05/11/94 BUILDING PLANCHECK CHECKLIST MISCELLANEOUS PERMITS LSP 2nd,/ 3rdv' - I7 0 .0 9. 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. Right-of-Way permit required for A separate Right-of-Way permit issued by the Engineering Department is required for the following: 0 0 10. A SEWER PERMIT is required concurrent with the building permit issuance. The fee 1/4 is noted in the fees section on the following page 0 0 ii. INDUSTRIAL WASTE PERMIT is required. Applicant must complete Industrial Waste Permit Application Form and submit for City approval prior to issuance of a Permit. Industrial waste permit accepted by: Date: PDOcS\cHKLS1\BPOOO1.FRM Page 4 d 4 REV 05/11/94 PLANNING Q-(EQCLLST Plan Check No. 95- 3o 3 AISS Z$ cc * Planner VAN LYNCH Phone 438-1161 ext. 4325 (Name) APN: Z(636006 Type of Project and Use 52- ,27o,l} -i- Zone 2 /10 Facilities Management Zone (YD iii) #_______________ &cle (Wproperty in, complete SPECIAL TAX CALCULATION WORKSHEET provided by Building Department.) [tern Complete - [tern Incomplete - Needs your action 1,2,3 Number in circle indicates plancheck number where deficiency was identified 0 "O. momral Review Ruired YES NO 2S. TYPE DATE OF COMPLETION: Compliance with conditions of approval? If not, state conditions which require action. Conditions of Approval 4 AcdKid*ReqWxed:- *YES'— N0 E___ APPROVAL/RESO. NO. ' DATE: •. PROJECl'NO._"- OTHER RELATED CASES: ' Compliance with conditions of approval? If not, state conditions which require action. Conditions of Approval - - , 0 California Coastal Cinmi, Pmk pñred 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____________________________________ 6 IçIC~J At1' a s-6 • t2TE Additional Comments 7 4. Parking: if Setbacks: Required ) Shown Q Int. Side: Required fr c/ Shown 2c' Street Side: Required - Shown - 1-p Rear: Required Lg.c tShown /' L>j. n'r Lot coverage: 33J3- Required Shown _rq9c2C7 Height: Required Shown L c.2.#J ç foAl h1A € /1) Spaces' Required Guest Spaces Required 2_ Shown 2 Shown - c 4Cfl'& /N 4 h, $Zt4-/7 be— )K TO ISSUE AND ENTERED hi 'I AL INTO COMPUTER IL DATE. __- 0 nchonaxy HousingFee ruired: YES__t__ (Effective date of [nclusionary Housing Ordinance - May 21, 1993.) Site Plan: 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 topographicli lines. - 4, 2. - Provide legal description of property, and assessor's parcel number. q6 T0111 q 4 S. C. E. SOILS 974 Bremen Way Compaction Control Soil Investigations am Alpine, California 91 901 Remodeling Recommendations @ col: (619) 445-1869 Foundation/Slab Inspections California Civil Engineer R.C.E. 7193 Mr. Mark Witherall Construction, Inc. P' 0. Box 3109 Carlsbad, California 92009 Subject: Report of Soil Investigation. Residential Addition 2536 La Costa Avenue Carlsbad, California Dear Mr. Witherall: Pursuant •to your request, S. C. E. Soils has completed a soil investigation at the subject address. The purpose of the investigation was to classify and analyze the bearing, soils, determine safe soil bearing pressures, identify potential soil 'hazards, develop recommendations for design , of new foundations and stabilization of existing foundations for support of the addition. The soil investigation consisted of surface inspection, probe- penetrometer testing, laboratory testing, and research of available soil survey literature pertaining to the site. FINDINGS 1. Site/Project Description: The site is a residential subdivision lot located off the northerly side of La Costa Avenue in the La Costa Country Club Community of the City of Carlsbad. The property includes a single story wood framed residential structure constructed on continuous exterior foundations with on-grade concrete, slab floors. The building site consists of a levelled lot with a sliver fill overlooking the La Costa Country Club golf course. The maximum depth of fill is approximately 6 feet vertically. Tue.,,-,Jan 31, 1995 -2484- 1 Site/Project Description Continued: A small addition is to be constructed adjacent to the northeasterly corner of the residence. It will extend northerly to near the top of the existing sliver fill. Increased loads imposed on existing foundations by the addition will be very minor. Bearing Soils: The site was developed by grading a portion of the Altamont (AtF) series. Well drained clays that formed in material weathered form calcareous shale. These soils are on uplands and have slopes of 5 to 50 percent. In a representative natural profile the surface layer is dark- brown, neutral clay about 28 inches thick. The next layer is dark-brown and light olive-brown, moderately alkaline heavy clay loam about 8 inches thick. Below this is soft calcareous shale. ("Green sandy clay") Soil Hazards: Small amounts of settlement and downhill surface creep related to the plastic and expansive characteristics of the fill soils have been experienced on the property. Structural Integrity: The existing building and foundations are relatively sound, level and plumb. No evidence of severe structural distress was found affecting the structure. RECOMMENDATIONS 1. Safe Soil Bearing Pressures: Penetrometer tests made at critical locations on the site indicate a maximum soil bearing pressure of 2.5 tons/sq.ft. With appropriate safety factors, continuous foundations may be designed for a safe soil bearing pressure of 1500 psf and square spread footings for 1700 psf. Tue, Jan 31, 1995 -2484- 2 I Recommendations Continued: New Foundations and Slabs: New foundations should extend to a depth of 18 inches below the lowest adjacent grade and be reinforced with 1 continuous No. 5 bar near the top and one .near the bottom. On-grade concrete structure slabs, if any, should be a minimum of 4 inches thick, cast over 4 inches of clean sand with moisture barrier and reinforced with 6"X6" lOga/lOga WWM or No. 3 bars at 20 inches in each direction. Existing Foundations: The existing structure foundation adjacent to the addition should be stabilized using one pipe pile at each corner driven to refusal as set out in the attached specification. The welded plate shown in Figure No. 1 should terminate the top of the pile in a 12" X 12" X a minimum 12" deep footing with a closing pour to the bottom of the existing foundation Foundations located on the distressed fill: In response to potential consolidation and downhill migration of the fill mass new foundations should be stabilized by underpinning with 2 inch diameter steel pipe pilings as set out in the attached specification (Appendix "A"). A concrete grade beam connecting the piles should extend 18 inches below the lowest adjacent. grade and be reinforced with a minimum of one No. 5 bar near the top and one near the bottom. The grade beam need not be subject to the "seven feet to daylight rule" since lateral support will come from the pipe piles. (See Appendix "A" and Figures 1 & 2) 'p Tue, Jan 31, 1995 -2484- 3 2536 La Costa Avenue Soil Investigation Continued: If you should have any questions after reviewing this report, please do not hesitate to call. We appreciate this opportunity to provide our professional services. Sincerely HU8 R 7- CD NO. 7193 ------------------------- Warren M Hubbard, RCE 7193 CIVIL ' of Attachments Tue, Jan31, 1995 -2484- 4 APPENDIX "A" RECOMMENDED SPECIFICATION-PIPE PILE UNDERPINNING GENERAL: This method of stabilization for new foundations to be located on soil mass with potential settlement/migration problems consists essentially of underpinning the foundations with 2-inch diameter double-extra heavy wall structural steel pipe pilings. The steel pipes are driven or pushed into the ground under the footings until a satisfactory resistance level is reached. When the pipe pilings have been driven to the specified resistance level they are filled with grout, capped with a 5"X5"X114" steel plate and then a continuous 12 inch reinforced concrete grade beam is poured on top of the pipes incorporating the upper 6 inches of the pipe and the cap plate. The reinforced concrete grade beam is cast along to bind the pipe piles into one monolithic foundation system. INSTALLATION: The pipes are to be installed one at a time at a maximum spacing of 6 feet on-center. Each pipe is to be driven to refusal using a 90-pound pneumatic jack-hammer. The building load imposed on each pipe shall not exceed 6000 pounds. Cluster piles may be installed under one jacking pad where necessary to meet the 6000 pound maximum. 4. QUALITY CONTROL: Excavations, pile setting and placement of reinforcing steel should be completed under the inspection/surveillanc.e of an active professional soil/building inspection firm. The inspector shall certify that the work has been completed in accordance with this specification and attached "Report of soil investigation" PIPE PILE SPECIFICATION Page 1 4 "'Figure No. TECHNICAL ANALYSIS I 1:1 7 f;1 -7 7?J T4 .......................................................................................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ..... 4 :1 ,Q 4/2k ..........!.. .:..........:.I:........... .........,.... 2i8(c J. I .......... i.....................I.:.:.:........I. I.:.................. ................ .. ........T:I........................................................i ....:/ ........................... .....I ....i......... .:i ........................................................................................................... I II I I I : i I I I S. C. E. SOILS RCE 29704 .f 974 Bremen' Way, Alpine, CA. 91901 ' ' 5 70 0 Figure 11 ,. ':. . - FigureNo. / TECHNICAL ANALYSIS ,f#4 ') 6 O/ P 5A7 cSZ'J 1. t \ '4 1'w( ! 4 x6n/ gr - I - - - - - - - ~1- 1.2 ... . . . . . . . . . . . . . . . . . 1)('rH 1. 7 7t'O 7$v _ H 4 :.:.:.:...:.: . ....: ... : ... ... :.. i -, , * , , * fli OhV } . * L 0 , : . . : . ; ....: eiST/'R I9rI? vY i1/iL... :: vfr9 fl/q c r C c J. .:.%.:.:.;.:.:.:.:.::,:*:*:,:,:,:.:.:.; . . . • . . . . . . . . • . • . • . . . i . . . . . . I S. C. E. SOILS A DATE: CE 29704 I 974 Bremen Way, Alpine, CA. 91901 445 -47 00 Figure No.J