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Home My WebLink About2620 ACUNA CT; ; 77-645; Permit- MODEL NO. BUILDING PERMIT APPLICATION City of CARLSBAD, CALIFORNIA 92008 ~~ -~ ~~ ~ - Applicant to complete numbered spaces only. Phone 729-1181 SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL, PLUMB- ING, HEATING, VENTILATING OR AIR CONOITIONING. TlON AUTHORIZED IS NOT COMMENCED WlTWlN 120 OAYS,OR IF THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUC- CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. TYPE OF WORK WILL BE COMPLIED wlrn WHETHER SPECIFIED ALL PROVISIONS OF LAWS AN0 ORDINANCES GOVERNING THIS HEREIN OR NOT THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVk AUTHORITY TO VIOLATE OR CANCEL THE CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION. PROVISIONS OF ANV OTHER STATE OR LOCAL LAW REGULATING WHEN PROPERLY VALIDATED IIN THIS SPACE1 THIS IS YOUR PERMIT PLAN CHECK VALIDATION CK. M.O. CASH PERMIT VALIDATION CK. M.O. CASH 3 2 2=- TOTAL FEES $ CARLSBAD, CALIFORNIA 92008 1mo ELM AVENUE Qcitp of QcCarIslfiab I. January 27, 1978 1714) 7291181 TELEPHONE: Ms - Loraine Sterkel Solana Beach 753 Santa Camelia California (92075) Dear Ms. Sterkel: According to attached letter from Leucadia County Water District, you no longer have a sewer connection, therefore, the Plan Check for this project is void. Plans are being returned under separate cover. Sincerely, SR. BUILDING INSPECTOR LEUCADIA COUNTY WATER DISTRICT p§T OFFICE BOX 2397 * LEUCADIA. CALIFORNIA. 82024 0 763.0155 January 26, 1978 City of Carlsbad 1200 Elm Avenue Carlsbad, California 92008 Attention: Building Department Gent1 emen : ' Please be advised the following sewer permits have been voided and the sewer connection fee refunded to the applicant: 2612 Levante St. - Permit # 7561 lot 100, La Costa South Orange County Investment Co. , - Acuna Court - Permit #8173 lot 93, Estates North . Lorraine Sterkle Lester Persons 6503 Unicornio P1 - Permit #8171 lot 7, La Costa Meadows Richard McClel lan Yours very truly, LEUCADIA COUNTY WATER DISTRICT , Office Manager DISTRICT OFFICE: 1900 u COSTA AVENUE * CARLSBAD. CALIFORNIA -~ ~~ ~~ 77 - b45 CORRECXION LIST CITY OF CARLSBAD BUILDING DEPARTMENT (714) 729-1181 SINGLE FAMILY AND MULTIPLE FAMILY RESIDENTIAL PLAN *WARNING: PLAN CHECK FEES: Where no action is taken by the applicant in 120 days, ~~ and no building permit is issued, all Job Address: 2620 &LL Owner Contractor: Occupancy Valuation Basic allowable bldg. area 1st Floor 3rd Floor 4th Floor Allowable Increase Due to grade to bottom of floor joists ng and depth, into undisturbed REQUIRED PLANS 1. Plot Plan 2. Foundation Plan 3. Floor Plan 4. General Framing 5. Foundation Details TO T A. Correct Plans where size, spacing and direction. ditions of soils report on plans. e drainage away from footings on site minimum 18" x 24" access opening. soils exip, planters adjacent to found- ventilation equal to 2 square feet for each 25 lineal feet of foundation plus one opening B. Incomplete, Indefinite or Faded Drawings or Calcu- ' C. Required Engineer's or Surveyor's Calculations or lations not acceptable. Plans shall be signed in ink. D. Reverse Plans may not be used. Provide correct Plot Plan, Foundation Plan, Floor Plan and Elevations. E. The approval of plans and specifications does not permit the violation of any section of the Building Code'or other City, County or State Law. Corrections. GENERAL 1. Submit fully dimensioned Plot Plan, drawn to scale, 2. Show all existing and proposed buildings on Plot Plan. including all easements on property. 3. Show correct legal description on Plan. 4. Show all Off Site Improvements, Driveway Approach, Light Standards, Fire Hydrants, Water Meters, Sub Structures. Trees. etc. " FRAMING typical framing details. all lumber grades. f walls over 10' in height. / < fire blocking at floor, ceilin cove and mid- 36. Show diagonal bracing at each feet of wall. 37. Clarify bracing of wall. 38. Show size, direction and spacing of floor joists in 39. Double floor joists or 40. Specify header size for openings over 4'. Show double are overspanned. beam under parallel partitions. headers on edae. 5. Correct Lot Dimensions. 6. Show existing and finish QSurvey -. 8. Indicate all grading to b 9. Indicate Elevations of kl 41. Insufficient beam size at 42. Provide rafter ties where ceiling joists and rafters are C'' 43. Indicate rafter size, span, spacing and direction. 44. Show purlins on edge and indicate size. Same size as 45. Brace roof framing to partitions. -)o a, wD not parallel. 4'0.C. 10. Indicate Centerline and Edge Profile of Driveway. 11. Slope of driveway not to exceed 15%. 12. Indicate flow lines for disposal of surface water.,\yo 0 IF. 13. La Costa approval required.K 13aSan Diego County Health Dept. approval required. 13bShow all requirements for handicapped. U.B.C. 13cL.C.W.D. sewer receipt require& 13dCoastal approval letter required. 14. Carry water from 3. Specify post protection when bearing on concrete. Driveway. rafters minimum. Section 1711. under sidewalk through curb into street with cast 54. Provide parapet details. iron pipe. 56. Specify inspection class 15. Provide engineering calculations for required for 58. Provide drip screed 2" below mud sill. 16. Provide engineer's moisture report. 17. Grading permit required. 18. Fire Dept. approval required. 19. Specify concrete mix @ 2000 P.S.I. minimum. 20. Dimension footing sizes and clearance from grade. 21. Show depth of footings below natural or undisturbed 22. Indicate pressure treated foundation still, or equal. 23. Show foundation bolt size, spacing and penetration grade. into concrete. %" x 17" for masonry 59. Indicate how required structural and fire resistive integrity will be maintained. Where penetration will be made for electrical, mechanical, plumbing and communications conduits, pipes and similar systems. Section 301 D. et min. except bath- I INOTETN MARGIN 'WHERE ~ORRECTIONS HAVE BEEN MADE I 03. PmCide vertical clearance and 64. Indicate attic scuttle (22” x 30” min.) horizontal clearance from range. top to combustibles. 65. Provide draft separation for attic area in excess of 2500 sq. ft. 66. Separate area between dropped ceiling and floor above to 1000 sq. ft. max. 67. Specify stall shower min. width 30” minimum floor area 900 sq. inches. 68. Specify wall finish in shower area not to be adversely affected by moisture to 6’ above the floor, and provide shatterproof doors. I 69. Water closet area minimum width to be 30”. 70. Show material to be used under tile. 71. Openings closer than 72. Show 73. Show lateral cross bracing at garage plate line. 74. Show bedroom window as exit, section 1304. 75. Indicate attic ventilatio ELEv7 per section 3205 (c), 76. Show all eave overhangs and construction details. 77. Dimension chimney height above roof. (2’0” above 78. Indicate finish and natural grade to property line. 79. Show exterior wall finishes. 80. Indicate 15# felt or equal on exterior walls. to property line shall be of hour construction. ceiling height. roof withing 10’0”). ROOF cate roofing material leng & weather exposure wood shingles. d. 30 #& e type, size and spacing of roof sheathinq. ’ 84. Fire retardant roof required due to location in fire zone. GARAGES 86. Garages not permitted to open into sleeping room, 87. Provide separation on all walls 88. Specify doorlwindow opening and ceilings adjacent to living quarters, from garagelcarport into STAIRWAYS AND EXITS 90. Provide handrails as required in Section 3305 (i). 92. Provide hour walls for stairwell. 93. Indicate maximum rise and minimum 95. Provide balcony railing at 42” minimum height. 36” stair. 96. Provide intermediate rails @ 9” O.C. or equivalent 97. Indicate 6’ 6” minimum headroom clearance above 98. Show stairway construction details. run on O.K. for single family units. for open type balcony & stair rails. stairway. 100. Occupant load require-exits 101. Provide lights over stairways and public corridors. 102. Show change in floor level at doors 1” max. Sec. 3303h. 102aShow handrail extending 6” beyond the top & bottom risers & terminating in a post or safety terminal Sec. 3305 (i). from PLUMBING 103. Indicate location of water heater. w temperature and pressure relief valves on water not to be located in bathroom or under with discharge lines to outside. Sec. 1007. square inches of ventilation at top and & 07jShow water heater on 18 inch platform. ‘106, Provide water pressure regulator. Section 1007 (B). 109. 110. Indicate material to be used and location of sewer line. (If V.C.P. use flexible compression joints only.) 11 1. Show two way clean out in yard box with 5’ of build- ing. ELECTRICAL 112. Provide minimum 100 Amp. service. Condos require 113. Show meter and panel location. 113aShow fire warnings systems centered over stairs. 100 Amp. panel for each unit. Section 1310. MECHANICAL 114. Indicate furnace size, locations & registers and return air. (Size) 115. Indicate heating equipment in accordance with chapter 7 of Uniform Housing Code. 116. Specify heating, air conctitioning and ventilating equipment. Installations to comply with the uniform mechanical code. A. Access B. Location F. Ducts G. Ladder & Light C. Combustion Air H. Engineer’s D. Venting E. Return Air Calcs for Roof Loads 117. Indicate location & type of fire dampers. ELECTRIC 1975 N.E.C. 1. Ground-fault protection required for outdoor and bathroom receptacles 210-8. ast one receptical shall be installed outdoors rrect electric as shown on floor plan. ot; round service is required. Show on plans. MISCELLANEOUS ITEMS 1. Bored holes and notching, show details as per Section 2. Provide Sq. Ft. areas of the following: 2518, (F), 10, 11. Garage Porches Patios RV - B. Show 1 x block for C. Show 4” insulation in walls (R-11) D. Show exterior doors weatherstriped. E. Place the following note on plans: These plans comply with the requirements of the California noise insulation standards. SIGNED DATE TITLE F. Show details of party wall and floor system and S.T.C. or I.C.C. rating of each. 4. Have designer sdnd date plans. CHECK .. I I (DATE) RECHECKED (DATE) THE FOREGOING CORRECTIONS HAVE BEEN MADE AND ARE UNDERSTOOD BY THE UNDERSIGNED: OWNER - OR HIS AUTHORIZED AGENT INTERDEPARTMENTAL . INFORMATION SHEET RECEIVED . a B'UILDING ~EPARTMENT DATE : OCT 1, $1977 BUILDING ADDRESS: Building Department PLANNING DEPARTMENT UNITS ALLOWED UNITS PROVIDED PARKING SPACES REQUIRED % COVERAGE ALLOWED BUILDING HEIGHT ALLOWED FRONT SETBACK: ALLOWED PROVIDED INTRUSIONS f).(l . LANDSCAPE & IRRIGATION PLAN CO RONMENTAL PROTECTION REQ: / OK TO YSSUE; I DATE OK TO FINAL DATE FIRE DEPARTMENT SPPIKKLING SYSTEM FIRE ALARMS FIRE HYDRANTS ADDITIONAL COMMENTS 0" T" T.?"-". DATE bK TO FINAL DATE T - APPROPRIATE DISTRICTS MET CARLSEAD, CALIFORNIA 92008 1200 ELM AVENUE I7141 729-1181 TELEPHONE: Qitp of Qarlsbab RESIDENTIAL VALUATION CHART Living Area a2cba X $ 27.0 Gaaage Area (unlined) .6 y X (lined) X 8.50 Shake Roof Tile Roof - x. X' 2 -90 = Covered Porch +++ 4e X 3.00 = Covered Patios bJ X 3.00 = Balconies ka X 3.00 = Eathi Plumb. Fix. over 6 X 320.00 = Each Fireplace /' X 800.00 = Each F.A.U. ', / X 800.00 = Air Conditioning - X 2.25 = $ Total Valuation .................................. $ Building Permit Fee ............................... $ /67 Plan Check Fee (65% of building permit fee) Total Fees ....................................... I ... $1.00 to S5cQ.00 $501.00 to $~,000.00 $2,001.00 to $25,000.00 or fraction thereoF, to and including $25,000.00 I I s50.000.00 I $25,001.00 toS50,OOO.OO $112.00 for the first $Z5,000.00 pltrs 'or fraction thereof, .to and including $3.00 for each additional $1,000.00 $SO,OOl.OO to ~100,000.00 $187.00 for the first $50.000.00 plus $2.00 for each additional $1,000.00 $100,000.00 $1.50 for each additional $1,000.00 or fraction thereof. to and inclurling $500.000.00 (c) Expimlion of Plan Check. Applications for which no permit iS limitation and plans submitted for checking may thereafter-be returned tC issued within '!SO days foltowing the date of application shall expire by the applicant or destroyed by the Uuilding Official. The hilding Official may extend the time for action by the applicant for a period not exceedin: I80 days upon written request by the applicant showing that circumstance! beyond the control of the applicdnt have prevented action from beine taken. In order to renew action on an application after expidolt. ths 3p. plicant shall resubmit plans and pay a new plansheck fee. .. or fraction thereof. to ad including SIOO.OOLOO to ssoqooo.oo ses7.00 for the fist ~10o.ooo.00 - .. - (d) Reinspection Fer. The fee for each reinspection shall brS1O.OO. I I :I , I BENTON ENGINEERING, WC. APPLIED SOIL MECHANICS FOUNDATIONS 6AN DIEGO. CALIFORNIA SZtI! 6717 CONVOY COURT PHILIP HENKING BENTON P"*.kDIUI .,CI*IL C.UCI"ICI November 18, 1976 La Costa Land Company Costa Del Mar Rwd Carlsbud, California 92008 Subject: .' Project No. 76-1-2D and Portions of Alicante Hills Carlsbad Tract No. 75-6 Carlsbad, California RECEIVED NOV 2 2 197C CITY OF CARLSEMD Engineering Department i { Gentlemen: i This is to report the results of tests and observotions made in der to inspect'the canpaction of filled ground placed on certain areas of La Costa Estates North and on Lots 59, 60, 71, 72, 90, 91, and 93 to 97, inclusive, of Alicante Hills in Carlsbad, California. The fills were placed during the period between January 5 and April 8, 1976. Filled ground was placed over existing canpacted filled ground on certoin areas of Alicante Hills. The results of field density tests taken in these previously placed fills were preyented i I a i i ; in our report submitted under Project No. 72-6-20D and dated December 2; 1974. I i The approximate areas and depths of filled ground placed under wr inspection in accordance 6 d 4 with the approved specifications are shown on the attached Drawing No. 1, entitled "Locution of Compacted Filled Ground". The grading plans used for the placement of filled ground were prepared by Rick Engineering Company and dated November 18, 1975. ,. .. ; :i .i I The approximate locations at which the tests were taken and the final test results are presented 1 of the maximum dry densities and optimum moisture contents of the major fill materials are on pages 4 to 13, inclusive, under the "Table of Test Results". The laboratory determinations presented on page 14, under the "Laboratory Test Results". Some of thc maximum dry densities shown in the "Table of Test Results" were combinations of these. The tests were taken during the weekly periods indicated on the following page. i 'i 1 Project No. 76-1-2D -2 - Navember 18, 1976 La Casta Land Campony Test Number Week Ending Tests Taken on La Casta Estates North 1 to 39, inclusive 40 to 80, inclusive 81 to 100, inclusive 101 to 113, inclusive 114 to 118, inclusive 119 to 136, inclusive 137 to 139, inclusive Tests Taken on Alicante Hills 1 to 6, inclusive 7 to 23, inclusive 24 to 33, inclusive 34 to 51, inclusive 52 to 71, inclusive 72 73 to 75, inclusive 76 to 88, in’clusive 89 to 93, inclusive 94 to 96, inclusive January 10, 1976 January 17, 1976 January 24, 1976 February 2 1, 1976 February 28, 1976 March 20, 1976 April 8, 1976 (Date of last test) January 24, 1976 January 31, 1976 February 7, 1976 February 2 1, 1976 February 28, 1976 March 6, 1976 March 13, 1976 March 20, 1976 April 3, 1976 April 7, 1976 (Date of last test) The final rerults of tests and observation5 indicate that the compacted filled ground has been placed at 90 percent of the maximum dry density or greater. It has been determined thut the fill materiols, compacted to 90 percent of the maximum dry density, have a safe bearing value of 2000 pounds per square foot for one foot wide continuous footings founded at o minimum depth and placed five feet OT more inside the top of compacted filled ground slopes. If footings are placed closer to the exposed slopes than 5 feet inside the top,of compacted filled ground slopes, these should be deepened one foot below a 1 1/2 horizontal to 1 vertical line projected outward and downward from a point 5 feet horizontally inside the top of compacted filled ground slopes. The maim portion of tlle grading on La Costa Estates North was in the street areas. Therefore, it is recamended that, orior to thc preparation of ‘inol house plans on each %tion be conductrd within the proposed building area by a soils engineer. ttons can be presente; for the proper design of footings and slabs on grade. Expansive soil conditions ” .... may . also . exist in the cut areas of thaw lots graded in Alicante Hills. Fino1 classifica- - tlon of the soil conditionsexisting on each lot in Alicante Hills will be made after grading has been completed on this subdivision. All buried exterior utility lines should be City of Carlsbad opproved plostic lines due to the corrosive characteristics of the soils, unless sufficient field tests ore taken to establish the non- corrosive soils exist in the utility trench areas. Grading has not been canpleted on a11 of the lots in Alicante Hills. Project NO. 76-1-2D La Costa Land Canpony, Respectfully submitted, BENTCW Ef.GINEERlNG, INC. -3 - November 18, 1976 R. C. Rerner Reviewed by S. H. Shu, Civil Engineer R.C.E. No. 17913 Distr: (3) Addressee (2) Addressee, Attention: Mr. Burton C. Krorner (2) City of Corlsbod, Engineering Deportnent (1) Rick Engineering Cwnpany, Carlsbod ! i 1 RCR/SHS/ew i BENTON LNGINELRING. INC. BENTON ENGINEERING, INC. APPLIED SOIL MECHANICS - FOUNDATIONS SAM DIEGO. CALIFORNIA 02111 6717 CONVOY COURT 133P Witham Rood Encinitas, Califania 92024 Subject: Project No. 77-11-l5D Inspection and Testing of Canpacted Filled Ground Lot 93 of La Costa Estates North Carlsbad, California Dear Mr. Young: This is to confirm that you have authorized us to inspect and test the compacted filled ground to be placed for building support on the subject lot in Carlskd, California. Inspections and tests will be conducted during and after the cunpletion of grading in order to determine the expansive characteristics and allowable bearing value of the soils for footing design. If required, special design recanmendations will also be presented fa expansive soil conditions. Respectfully submitted, BENTON ENGINEERING, INC BY -&d& R.C. Remer Reviewed by ,"zz #,- S.H. Shu, Civil Engineer R.C.E. No. 19913 Distr: (3) Addressee LEUCADIA COUNTY WATER DISTRICT APPLICATION FOR SEWER SERVICE-.. Owner's h'ame: orrain Wkle Phone No. 755-3724 Nailing Address: 753 -la . .. Solana Beach, CA 92075 Service Acizress: A!UlLGOU?-t Tract Description: J nt 93 I a Cnzta. FqtatpC bth Type of Building: Sinale Fmilv No. Units 1 Connection Charge nn Lateral Size: 4"- 6" __ 8" - ' Saddle: - "- ... . ~ Extra footage: @ $' Easement Connection. - .. .. Extra depth: .. @$ .. Lateral Charge .. /. c lTe 'un8ers\gae3 ps &en nofifiea 07 a .. District's cxpiv:!:y ot r;~:,icy as outlin -. .. .., .. . .. .. ' .f;.QJJ- .' Signature .. of Applicant r .. .. ... .. .. .. .. .. .-. . : Amount Rec'd $ -1 Resolution p;o.<~~l.~j~~ . . . .. ... .. How Paid ck#7[155 .,. .. .. .~ J-&&&&g&,&+4-* Date Paid. W70177 ... ................................................... Rec'd by S. Dejbert. .. .. .. ,. The application 'must'be signed by the owner (or his authorized representative) of the. . - . property to be served. .The total charges must be paid to the District at the time the ', .. :'.. application is submitted. .:.:..If a service lateral is required, it will be installed by the Leucadia County Water. ~ ... .. ... ... .. .. .. .. .. .. .~ .District. The service lateral is that part of .the sewer system tha.t extends from the .~ ... main collection line in the street (or easement) to the point in the street (at or near . ' .".' the applica.nt's property line) where the service lateral is -connected t.0 the applicant's , . .' expense, of the sewer pipeline (building sewer) from the applicant's plumbing to the :.' ,. building' shwer. , The applicana 5s responsible for the construction,. at the applicant,s ... ..'point in the street (or easement) where a connection is made to the service lateral- ... . ~ : .:The connection of "the applicant's building sewer to the service lateral shall be &de ' '' . . :, i ..- i. .. ... .. : . . : ....... ..-. .- .. .. ~?~. by the applicant at his expense. The connection must be made in conformity with the , . .. .District's specifications, rules and regulations; and IT MUST BE INSPECTED AND APPROVED .:: BY THE DISTRICT BEFORE THE SEWER SYSTEM MAY BE USED BY THE APPLICANT. THE APPLICANT, OR HIS AUTHORIZED REPRESENTATIVE, MUST NOTI??Y THE DISTRICT AT THE TIME INSPECXION IS DESIRED ANY CONNECTION MADE TO THE SERVICE LATERAL OR COLLECTION LINE WITHOUT. PRIOR APPROVAL AND INSPECTION BY THE DISTRICT WILL BE CONSIDERED INVALID AND WILL NOT BE ACKNOXLEDGED. After connection is complete, the property described above is subject to a monthly sewer service charge, billed bi-monthly in advance. The rate will be governed by the use of the property, single family, multiple dwelling or commercial.. Non-payinent of the sewer service charge is subject to a 5% penalty per month. plus disconnection if necessary. .. 'The undersigned hereby agrees that the above information'given is correCt and agrees to. ... the conditions as stated: 8171 Account No.