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Home My WebLink About2614 ARGONAUTA ST; ; 84-529; PermitDECLARATIONS LENDER II WORKER'SCOMPENSATION OWNERIBUILDER CONTRACTOR I r- - ~~~-.I n I t- i White ~ 1nsl)ecIor Green - (1) Flnance (2) Data Process, Yellow ~ Assessor Ptnk ~- Appl~canl Gold ~~Ternporary ~(le I ! 1 ) J ! J I i 1 ! J : I P ILL T i : T- T - t-. i ii I" City of Carlsbad MISCELLANEOUS .., ;,.,;..., 1200 ELM, CARLSBAD, CA 92008 TEL. (619) 438-5525 RECEIPT -..,I i _i. iL.iL2l ::b $4rj; ,'L 4u'..:?: state LlC. s. Classif. 2.tqp y city L~c. NO. ZOMPLETE FOR PLAN CHECK ONLY MISCELLANEOUS FEE RECEIPT fl i- " * PLAN CHECK FEE 01-00-00.8806 VALUATION ,2d J,, #& DEMOLlTiON HOUSE MOVING PARKS AND RECREATION FEE PUBLIC FAClLiTlES FEE SCHOOL FEE - DISTRICT c Carlsbad Encinitas San Diego - Sari Marcas CERTIFICATE OF OCCUPANCY - i 0; 0 0 0 TOTALFEE 5 "WARNING: PLAN CHECK FEES. WHERE NO ACTION IS TAKEN BY THE APPLICANT IN 180 DAYS AND NO BUILDING PERMIT IS ISSUED. ARE FORFEITED TO THE CITY. COMMENTS: White - Applicant Yellow - File Pink - (1) Finance (2) Data Process Gold - Assessol -. -. - CORRECTION NOTICE 0 APPROVED PLANS SHALL BE ON JOB SITE 0 UNDERGROUND PLUMBING d) gB4mf/ dd& 0 UNDERGROUND WATER 0 ROUGH PLUMBING 0 TOP OUT PLUMBING 0 SEWER AND PUCO. 0 TUB OR SHOWER PAN flMrn/#V 0 GAS TEST 0 WATER HEATER ELECTRICAL 0 TEMPORARY SERVICE 0 ELECTRIC UNDERGROUND 0 ROUGH ELECTRIC 0 POOL BONDING 0 ELECTRIC SERVICE 0 UPPER GROUND 0 G.F.I. 0 SMOKE DETECTOR ~~~~ ~. MISCELLANEOUS 0 PLENUM AND DUCTS 0 COMBUSTION AIR 0 CONDITIONED AIR SYSTEMS 0 SOLAR 0 GRADING ' 0 POOL 0 PATIO 0 SIGN . 0 OTHER ESGIL CORPORATION 9520 CHESAPEAKE DR., SUITE 122 SAN DIECO. CA 92125 (619) 660-1468 0 APPLICANT COPY <f CITY COP- J J J ;;I 0 PLAN CHECKER COPY at teart 5.7 square reor bith the minimum openabl. width 20. and the minimum openable / height 24.. Sac. 1204 J tho WAll'Md tho handrail. Tho hand qrlp portion of handrail shall b. not hsr than 1 1/4. nor more than 2' in cross-lutional dimension. d Provide plastic roof panel datails to show compliance with Section 5206 or provide ICBO nube$. Show attic ventilation. ninisup) is 1/150 of attic area or 1/300 of attic* area if at hast 501 of tho mquized vent ia at least 3 feet abovo ceiling joista. See. 3105(cl R. IUJOIIRY Provide' fireplace construction details or p.' note construction to be per attaChed fireplaco standard drawing. Sac. 3707 . Shw floor and roof connections to masonry walls. Connection shall resist 200 pounds per lineal fwt or the actual design bad. whichw.r is greatar. See. 2310 .- Jurisdiction&- VALUATION AND PLAN CHECK FEE 0 Bldg. Dept. 0 Esgil PLAN CHECK NO. 8G-529 APPLICANT/CONTACT 7%~ P?LVW& PHONE NO. Y4z sqfl BUILDING ADDRESS &g&#dj?ffm BUILDING OCCUPANCY * CONTRACTOR PHONE '1 TYPE OF CONSTRUCTION DESIGNER PHONE Fee Adjusted To Reflect OEnergy Regulations (Fee x 1.1) OHandicapped Regulations (Fee x 1.065) Building Permit Fee. $ 7s". O0 .. \s / Plan Check fee $ COMMENTS; v b I DC w COT 7 rS 3 4 LOT 5 6 7 8 L uT 7 7.7 .o\\+.ov = .ost ' LGT 7 7s- 14 LkubuG ROOH l2= 3.rp z4 "2 -m \ = .StlK/I wacc c " A LOT 72s WlLU 0 LOT 725 7 ro.a7 LOT 7-25 34 A Lo7 725 32 A LOT 722 37 = 2 \z LUT 725 LOT 72< 34 LZ" 16 " UGy LOT 725 40 m 5CPT 'A LC El LQT 7-25 41 El LoT 7225 42 LOT 725 LoT 725 44 L~lt 725 L! D-4 5 Let 7x5- SHEAR WALL SCHEDULE : 1/211 Gypsum Wallboard (unblocked) W/ 5d Cooler Nails 7" o/c Edges 81 Field. ( Table 47- 1, 100 #/Ft ) 5/8" Gypsum Wallboard (unblocked) W/ 6d Cooler Nails @ 7" o/c Edges & Fiehi. ( Table 47-1, 100 #/Ft) 1/211 Gyps- Wallboard (unblocked) W/ 5d Cooler Nails @ 4" O/C Edges & Field. ( Table 47-1, 125 #/Ft) 5/8l* Gypsum Wallboard (unblocked) w/' 6d Cooler Nails @ 4" O/C Edges & Field. (Table 47-1, 125 #/Ft) 1/2" Gyps- Wallboard (bldd) 'w/ 5d Cooler Nails @ 4" o/c Edges 8I Field. (Table 47-1, 150 #/Ft) 5/8" Gypem Wallboard (blocked) W/ 6d Cooler NaUs @ 4" o/c Edges EL Field. (Table 47-1, 175 #/Ft) @ 6*l O/C Top & Bottom Plates; Edge of Shear Wall; and on Field. 7/8" Stucco mer papar-kked Lath with 16 Go. Staplea having ?/a** long Legs. (Table 47-1, 180 #/Ft) ICBO Report 11823 Dpvla Walker Stucco Lath with 14Ga Staples spaced @ 6** o/c at Tap & Bottom Plates; y& Window & Door Openings; at ends of Walls and 011 WermW Membetrs. (260 #/Ft) 3/8** CDX (8) PLywood a/' 8d Naila @ 6** o/c Edges & 12" o/c Field. (Table 25E 220/264 #/Bt) .. 3/8l* CDX (*) Plywood w/ 8d Nails @ 4" o/c Edges & 12" o/c Field. ( Table 2% 320/384 #/Ft ) . 3/8" CDX (8) Plywood w/ 8d Naila @ 3" O/c Edges & lZ** o/c Field. (Tabla 25K 410 /492.#/Ft) 3/8" CDX (3 Plywood w/ Bd Naila @ 2" o/c Edgea & 12** o/c Field. (Tabla YE 530/638#/Ft) 3? NOM~W~L PRAM\rJG w / NA\LS ST~GG$ZRED l/2** Structural I Plywood W/ 10d Nails @. 2** o/c Edges & 12l* o/c Field. [ Predrill with a 7/64'* dia. drill (Table 25E 870 #/Ft ) (*): CD; CDX; CC; Struchvai r; Or; etc. covered fn UBC Standard No. 25-9 3"N J MINAL FRAMtNG W/ NAILS STAGGER== I c' c c L "T 7 ZY r Y 32" BENTON ENGINEERING. INC. APPLlED SOIL MECHAlilCS -- FOUNDATlOhi 6717 CONVOY COURT 6AN O,EGO. C*l.I'ORNII\ 92,,, ,HILIP tIEN&ING BENTON .ill*,r,)SI4T. ClYlL LHTIHELR September 10, 1973 L,. 1 La Costa Land Company -' Costa Del Mar Road Rancho La Costa, California 92008 Subiect: Project No. 71-3-24D Grading Permit No. L-5970 Final Report on Compacted Filled Ground And Clcssificoti n of Soil Conditions Lots 585 to 65 inclusive 725, 726, 728; 729 740 and 742 And Certain Street Areas La Casta Meadows Unit No. 4 Carlsbad, Califomio 712 to 717, in f hive 736, 737, 739 Gentlemen: 0 This is to report the results of tests and observations made in order to inspect the compaction of round placed on certain areas of Lots 585 to 665, inclusive, 712 to 717, inclusive, 725, 26, 728, 729, 736, 737, 739, 740, and 742 and certain street oTeas of La Costa Mecdovo No. 4 in Carlsbod, Califomio. The fills were ploced during the period between March 17, 1971 and May 10, 1973. Certain lots of this subdivision were not graded during the above period and the classification of the expansivesoil conditions presented herein pertains only to !hose lois groded to level building pods during this initio1 site development. The approximate areas and depths of filled ground placed under our inspection in accordance with the approved specifications are shoswn on the attached Drawing No. 1, entitled "Location of Compacted Filled Ground." The grcding plan csed for the placement of filled ground NQS prepared by Rick Engineering Conpony and approved May 18, 1971. The oppraximate locations at which the tssh were taken ond thz fino1 test resulk are presented .) on pops 7-1 to 5-10, inclusive, under the "Toble of Test Results." The laboratory determiv obions of the maximum dry densities ond optimum moisture contents of the major Fill materials ore preset$ed on poses T-20 and T-21, under the "Loboro:ory Test Results." Some of tha maxi- mum dry densities shown in the "Toble of Test Resulk" were combinoFions OF these. The tests :yere tuken during the weekly periods indicated on the following page. Project No, 71-3-249 -2- . ., -La Costa Meadows Unit No. 4 Test Number Week Ending 1 to 16, inclusive 17'to 38, inclusive 39 to 43, inclusive 44 to 45, inclusive 46 ad '47 48 to 50;' inclusive .51 to 95, inclusive 96 to 138, inclusive 139 to 167, inclusive 168 to 220, inclusive 221 to 273, inclusive 274 to 328, inclusive 329 to 391, inclusive 392 to 452, inclusive 453 to 500, inclusive 501 to 572, inclusive 573 to 580, inclusive 581 to 615, inclusive 616 to 626, inclusive 627 and 628 629 to 632, inclusive ' .'.. '. 633 to 636, inclusive , . 637 and 638 . Moach 20, 1971 March 27, 1971 April 10, 1971 May 8, 1971 May 15, 1971 July 17, 1971 March 4, 1972 March 1 1 , 1972 March la, 1972 March 25, 1972 April 1, 1972 April 8, 1972 April 15, 1972 April 22, 1972 April 29, 1972 May 6, 1972 May 13, 1972 May 20, 1972 June 10, .1972 June 17, 1972 July 29, 1972 May 5, 1973 May 12, 1973 The final results of tests and obsewations indicate that the compacted filled ground hos been placed at 90 percent of the maximum dry density or greater. It has been determined that the fill materials, compacted to 90 percent of the maximum dry density, have a safe bearing value of 1930 pounds per square foot for one foot wide continuous footings founded at a minimum depth and placed five feet or 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 horizontolly inside the top OF compacted Filled ground slopes. Tests indicate that the compacted filled ground is adequate to satisfactorily support the proposed wood frome dwellings without detrimental settlements. Expansive clay, silty clay,ond sandy clay soils were ploced in the upper three feet in certain compccted fill areas and also exist in the upper three feet below finished grade in certain cut oreos, The final clossificotims of the soil conditions existing on the level Sroded lot areas Ore presented on )!le following pop. Y BENTON ENGLYEEHING. INC. *I Project No. 71-3-24D -3- September IO, 1973 ‘ ’ La Costa Meadows Unit No. 4 ., icatly Expansi;e‘ soils 585 to 665, inclusive 713 to 717, inclusive 739, 740 and 742 In order to minimize possible damaging effects due to differential movements of these poten- tially expansive soils, the”fol1owing special dssign and precautions are recommended: 1. r 2. 3. 4. 5. Avoid the use of isolated interior pien. .Use continuous interconnected reinforced footings throughout, and place these at a minimum depth of 24 inches below the lowest adjacent exterior fino1 ground surface. Where in-place rock conditions exist at shcllower depths, then leu depth of ex- cavation is permissible to a minimum of 12 inches. Reinforce and interconnect continuously with steel bars all interior ond exterior footings with one #5 bar at 3 inches obove the bottom of the footings and one #5 bar placed 1 1/2 inches below the top of the sterns of the footings. Raised wooden floors that span between continuous Footings are best, or use concrete slabs reinforced with ot least 6x6-10/10 welded wire fabric. A minimum of 4 inches oE crushed rack 3/4 to 1 inch in size should be placed beneath all concrete slabs and covered with a moisture borriar. Two inches of clean sand should than be placed over the moisture barrier and below the bottom of tha slab. Separate garage slabs from perimeter footings by a 1/2 inch thickness of construction felt or equivalent, to allow independent movement of garage slabs relative to perimeter footings. Assure complete separotion by extend- ing the felt over the full depth of the front thickened edge OF the garage slab. Also, cut off the garage door stops at leost 1/2 inch above the SICS. Provide positive drainage away from all perimeter footings with a vertical fall of at least 5 inches in o hoi-izontal distance of 5 feet outside ,the house walls. 1. ' Froiect No, 71 -3-24D \,:. , , LwCostq Msadows Unit No. 4 ." .L Respectfully submitted, BENTON ENGINEERING,INC. -4- Distr: ~(4) Addressee (1) Rancho La Costa, Inc. Attention: Mr. Burton L. Kromer (1) Rick Engineering Company, Corlsbod (2) Son Diego County Engineering Department Attention: Mr. H. M. Taylor Attention: Mr. Willard Robinsbn Attention: Department of Building Inspection (1) City of Carlsbad (2) Attention: Deportment of bginoaring (1) Simpson and Gelber, Architects ,*. .b *.. 1588: 1 3 R3 6/03/83 KM/dr ALTERNATIVE COMPONENT PACKAGE FOR CLIMATE ZONE 7 Applicable for Raised Floor Construction - Package *4 Component Requirement BUILDING ENVELOPE Attic------------------------ Not required Insulation Minimums Ceiling """"""""""_ R-19 Wall----------------------- R-1 1 Floor---------------------- R-19 Glazing Maximum U Value----------- I. 1 Maximum Total Area---------24% Maximum Total Nonsouth Facing Area-------------- No Requirement Minimum South Facing Area---No Requirement South Facing Glazing---------No Requirement West Facing Glazing--------- No Requirement (938.6 sq ft) Shading Thermal Mass (% Floor Area)--- 15% *YYYYXM"********M****M*******W**HM * Mass Analysis: * Total House Square Footage-----------39 1 I )I' Total Slab Square Footage------------ 6 12 * Slab Area (2" Thick Minimum) * Exposed Ta Room Air--------------- 15.6% * entrance"--------- 256 sq ft * laundry/bath =4---- 180 * master bath/toilet- 176 * Total Slab 612 sq ft 612 / 391 1 = 15.6% *M*WYYYY****"***M******" * ***M**Y************************HM*M Continuous Infiltration Barrier--No Requirement Electrical Outlet Plate Gaskets- No Requirement Heating System Type------------Gas or Heat Pump Air-to-Air Heat Exchanger------No Requirement SYSTEM TYPE------------------Solar With Gas SolarMiLhh Back-up Heat Back-uom SPACE CONDITIONING SYSTEM DOMESTIC WATER HEATING hject one or more) Housing No. of D.U.'s No. Of BedKars Q hfillor suhdivision (m.1) Single Family 1 3 hhjor Subdivision (11.1) hfultiple Family Ibbilem Units .- 1. 2. 3. Mer/applicant agrees to reconfirm this pm,iect with the issuing school district every 8 rronths unless such action is not required by the district., District Phone 61S744-4776 (kMer/applicant understand thztt the certification for schml service contained in this h-oject ." Service Availability Letter is no longer effective if the pro,ject is disapproved or if the con- ditional project approval (subdivision, penit, or other conditional use processes) expires. " ?he information AFJPLIcpI.pT'S SI February 6, 1985- CERTIFICATION OF S3WL AVAIIABILI'IY CR NON-AVAILABILITY SAN lWiU6 UNIFIED ScHCoL DISTRICT Eate: ID DAY YR m: City of Carlsbad ml: School DistrictSan_Elaruzs Ilnlfled Grades Served: - .. 1. Sch& services and facilities are carmitted for this mnject . Swvices will be avaiPdble concurrent with project need based on a secured apre-nt with the developer which ha+: adequate financing and clear intent. 'TIE termination date of the docunent is: . See attarhed copy. 2. The undersiqed school district hereby certifies that it will be able to provide adeauate scbcol services and facilities to the abve descriw pro.iect concurrently with the nwrl id' such project. Omer/applicant hu mid thc. rvrjuirrd rlrvt~1I)m'r's fee. 3. ?he undersigned schml district hereby certifies that it will be able to provide adqwte school services and facilities to the abve described project concurrently with the nced ?f Such project because Sun Marcos Unified School District 270 Son Marcos Blvd., Son Marcos, California 92069-2797 619.744.4776 " February 6, 1985 hereby agree to pay'$.659.00 We, the owner or agent for the owner of the above-reference. property. exchange for this fee, the District will execute the availability form requirements for school facilities dedication of land and fees. In for the above-reference property. as a fee which will satisfy the John E. Faiman &.R.p& .J $2,659.00 NAME AMOUNT RECEIVED 2459 Unicornio . STREET BY .. " .. FEbruary 6, 1985 Carlsbad, CA 92008 CITY DATE I LEUCAOIA COUNTY WATER DISTRICT APPI.ICATION FOR SEWER SfRQiCE' Owner's Name Phone No. 1716) 836 - Mailing Address 4797 ~"d Service Address: Tract Description Assessor's Parcel NO. - - 08 Type of Building lv No. Units 1 Connection Fee $- Lateral Size: 4" - GI' 8" -Saddle Easement Connection lPre-Pd Extra Footage: __ - @$ - Extra Depth: @$ 44QQ.m Amount Rec'd $UOC.ry> Ck. Flo/Cash -Fm Date (3" Rec'd By a Lateral Fee Prorated Sewer Total Service Fee $m The application must be signed by the owner (or hfs 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 that extends from the main collection line in the street (or easemznt) to the point in the street (at or near the applicant's property line) where the service lateral is connected to the applicant's building sewer. The applicant is responsible for the construction, at the applicant's expense, of the sewer pipeline (building sewer) from the appli- cant's plumbing to the point iil the stree.: (or easement) where a connection is made to the service lateral. made by the applicant at his expense. The connection must be made in conformity The connection of the applicant's building sewer to the service lateral shall be with the District's specifications, rules and regulations; and IT MUST BE INSPECTED AN0 APPROVED EY THE DISTRICT BEFORE THE SE;.!ER SYSTEF! YJ..Y BE USED BY THE-APPLICANT. THE APPLICANT, OR HIS AUTHORIZED REPRESENTATIVE, MUST NOTIFY THE DISTRICT AT THE TIME INSPECTION IS DESIRED. ANY CONNECTION YADE TO THE SERVICE LATERAL OR COLLEC- ~~ TION LINE WITHOUT PRIOR APPROVAL AND INSPECTIC?I BY THE DISTRICT WILL BE CONSIDERED INVALID AND WILL NOT BE ACKNOWLEDGED. The prorated sewer service fee is based upon the date the District estimates that additional fee or refund if service actually comnences on a different date. For service will begin and covers the balance of the fiscal yesr. There will be no succeeding fiscal years, the sewer service fee will be collected on the tax roll in the same manner as property taxes. The undersigned hereby agrees that the above information given is correct and agrees to the conditions as stated.