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Home My WebLink About2390 OCEAN ST; ; CB930406; Permit. ci 1 &0 /-Z 9 BUI L D ING P E B MI T Permit No: CB930406 05/20/93 10:02 Project No: A9300605 Page 1 of I Development No: Job Address: 2390 OCEAN ST Suite: Permit Type: RESIDENTAL ADD/ALT Parcel No: 203-023-02-00 Lot#: Valuation: 22,339 Construction Type: VN Occupancy Group: R-3/M--1 Ref erence#: Status: ISSUED Description: 251 SF TWO STORY ADDITION Applied:05/04/93 Apr/Issue: 05/20/93 2420 cbi' 1MD2 Appl/Ownr : IDEAL CONSTRUCTION 619 438-0470 C-PRIIT 290..00 2958 MADISON AVE #101 CARLSBAD, CA. 9200 *** Fees Required ** Fees: -2.0 Adjustments: 00 TO di .00 0 152.00 Total Fees: Fee, description ---- --- - -fee Data T Balan e\: 290.00 --------------- 234.00 Building Permit Plan Check Q0 0 152.00 Strong Motion Fee 2.00 * BUILDING TOTAL 388.00 Enter "Y" for Plumbng IS.D e ee 20.00 Y Each Plumbing Fixtu e or Ti 7.00 14.00 * PLUMBING TOTAL 34.00 RPORATED 4/' 10.00 Y Enter "Y" for Electri I 1952 Enter "Y" for Remodel 10.00 Y * ELECTRICAL TOTAL 20.00 II INSP,L CLEAN 1A APPROVALJ P-9 tL DATE 'L3 CITY OF CARLSBAD 2075 Las Palmas Dr., Carlsbad, CA 92009 (619) 438-1161 B U I L D I N G P E R,M I T Permit No: CB930406 08/03/93 15:09 Project No: A9300605 Page 1 of 1 . Development No: Job Address: 2390 OCEAN' ST Suite: Permit Type: RESIDENTAL ADD/ALT .375 08/03/93 0001 01 02 Parcel No: 203-023-02-00 Lot#: C-PRMT 30-00 Valuation: 22,339 Construction Type: VN S. Occupancy Group: R-3/M-1 Reference#: - Status: ISSUED Description: 251 SF TWO STORY ADDITION . Applied: 05/04/93 REINSPECTION FEE PER PETE Apr/Issue: 05/20/93 Entered By: MDP Appl/Ownr : IDEAL CONSTRUCTION 619 438-0470 2958 MADISON AVE #101 CARLSBAD, CA. 929.8-. *** Fees Required ** /ii'c Col cted & Credits 2.;- 0 Adjustments: / 00 ,-, ToeSJ:\ .00 Total •Fees: /4j0 T 1 \ 442.00 / Balan e\e: \ 30.00 Fee description J Ext fee Data Building Permit .-..... .....-...... 234.00 Plan Check I . .. I 152.00 Strong Motion Fee J 2.00 Other . I > I / 30.00 REINSPECT * BUILDING TOTAL / 418.00 Enter "Y" for Plumb1ng Issu Fe / 20.00 Y Each Plumbing Fixtur or 'r ICOPORATED 2 7.0 14.00 * PLUMBING TOTAL \ 1952 / 34.00 Enter "1" for E1ectric\Isu.EP.e 10.00 Y Enter HYII for Remodel \, —\ / io.00Y * ELECTRICAL TOTAL 'N. (. ///(\\0(\ / 20.00 CITY OF CARLSBAD 2075 Las Palmas Dr., Carlsbad, CA 92009 (619) 438-1161 PERMFF APPLICATION City of Carlsbad Building Department 2075 Las Palmas Dr., CarLsbad, CA 92009 (619) 438-1161 1. PERMIT 1YPE A - LI Commercial U New Building U Tenant Improvement B -0 Industrial 0 New Building 0 Tenant Improvement C :esidential 0 Apartment 0 Condo 0 Single Family Dwelling .'Addition/Alteration 0 Duplex 0 Demolition 0 Relocation 0 Mobile Home 0 Electrical 0 Plumbing 0 Mechanical 0 Pool 0 Spa 0 Retaining Wall 0 Solar 0 Other__________ PLAN CHECK NO. ( 3 - O .i7 ub Esr.vAL -'-i , ?J ICI E . PLAN CK DEPOSIT 770 _____________ VALID. BY Vhi P DATE 2171 05/04/93 0001 01 02 C-PRMT 152.00 PRQJECr INFORMATION 1 FOR OFFICE USE ONLY Address 23 i/57 Building or Suite No. Nearest Cross Street LEGAL DESCRIPTION Lot No. Subdivision Name/Number Unit No. Phase No. CHECK BELOW IF SUBMITrED: 02 Energy Calcs 02 Structural Calcs 02 Soils Report 01 Addressed Envelope ASSESSOR'S PARCEL EXISTING USE PROPOSED USE DESCRIPTION OF WORK &4a'D 7/P SM0941 2r2mcA) Z) 1?#V 2jrr', SQ. FT. 9157 # OF STORIES ,L WNIAL.rl PEH.JN (ii different trom applicant) NAME ADDRESS CITY STATE ZIP CODE DAY TELEPHONE APPLICANT UNLRA(JIUR DAGENr FOR WNTHACIUR LI OWNER U AGENT FOR OWNER NAME ADDRESS 2958 CITY Cu6 STATE ZIP CODE DAY TELEPHONE 0. rfl,jrflns I tfl.flr.n NAME ADDRESS 2,3-90 O&e.,v.c CITY .j,J4400 STATE (4 . ZIP CODE DAY TELEPHONE - LAJi Ifl1U.. L'.JIt NAME ADDRESS 4vt &q CITY STATE C4 ZIP CODE 2I740S DAY TELEPHONE 15j-ac'O STATE LIC. # LICENSE CLASS CITY BUSINESS LIC. # UE1G14ER NAME AUDRES CITY (3J4-rj STATE . ZIP CODE DAY TELEPHONE 3t-0970 STATE LIC. # woRIItI& WM11ATION Workers' Compensation Declaration: I hereby affirm that I have a certificate of consent to self-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. /45-3Q1U3E,cPIRA11oN 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 bepmj subject o the Workers' Compensation Laws of California. SIGNATURj1', DATE 5 0WNER-BtJthIT9bEC09A11ON Owner-Builder Declaration: I hereby affirm that I am exempt from the Contractors license Law For the following reason: O 1, 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.). 0 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). o I am exempt under Section Business and Professions Code for this reason: (Sec. 7031.5 Business and Professions Code: Any City or County which requires a permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for such permit to file a signed statement that he is licensed pursuant to the provisions of the Contractor's License Law (Chapter 9, commencing with Section 7000 of Division 3 of the Business and Professions Code) or that he is exempt therefrom, and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars [$500]). SIGNATURE DATE COMPLETE ThIS SECTION FOR NON-RESIDENTIAL BUILDING PERMITS ONLY: Is the applicant or future building occupant required to submit a business plan, acutely hazardous materials registration form or risk management and prevention program under Sections 25505, 25533 or 25534 of the Presley-Tanner Hazardous Substance Account Act? OYES 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 0 N Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? DYES 0N0 IF ANY OF THE ANSWERS ARE YES A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED AFTER JULY 1, 1989 UNLESS THE APPLICANT HAS MET OR IS MEETING THE REQUIREMENTS OF ThE OFFICE OF EMERGENCY SERVICES AND THE AIR FOILITIION CONTROL DISTRICr. WNSThU(U0N 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(i) Civil Code). LENDER'S NAME 414 LENDER'S ADDRESS APPLICANT CERTIFICATION 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 lullS PERMIT. 0511k 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 abandoned at any time after the work is commenced for a period of 180 days (Section 303(d) Uniform Building Code). ApPTTCAwr'g RMNA711RV . flATF CITY OF CARLSBAD INSPECTION REQUEST FOR 11/08/93 ADDITION PER PETE PHONE: PHONE: PHONE: INSPECTOR AREA PY PLANCK# CB930406 0CC GRP R-3/M-1 CONSTR. TYPE VN STE: LOT: 619 438-0470 INSPECTOR ACT COMMENTS PERMIT# CB930406 DESCRIPTION: 251 SF TWO STORY REINSPECTION FEE TYPE: RAD JOB ADDRESS: 2390 OCEAN ST APPLICANT: IDEAL CONSTRUCTION CONTRACTOR: OWNER: REMARKS: RS/IDEAL/438-0470 SPECIAL INSTRUCT: TOTAL TIME: CD LVL DESCRIPTION 19 ST Final Structural 29 PL Final Plumbing 39 EL Final Electrical 49 ME Final Mechanical ***** INSPECTION HISTORY ***** DATE DESCRIPTION. . . ACT INSP 101493 Final Combo . CO PY 081693 Interior Lath/Drywall AP PY 081693 Frame/Steel/Bolting/Welding CO -PY 081293 Frame/Steel/Bolting/Welding CO PY 080993 Frame/Steel/Bolting/Welding CO PY 080693 Frame/Steel/Bolting/Welding NR PK 080493 Frame/Steel/Bolting/Welding CO PD 080493 Rough/Topout CO PD 080293 Frame/Steel/Bolting/Welding CO PD 072993 Insulation . CO PD 072793 Rough/Topout CO PD 072693 Rough/Topout . . . CA PD 072393 Frame/Steel/Bolting/Welding PA PY 072393 Insulation . AP PY 072293 Frame/Steel/Bolting/Welding CO PY 072293 Interior Lath/Drywall CO PY 072293 Rough Electric CO PY 071693 Shear Panels/HD's NR PK 071693 Frame/Steel/Bolting/Welding NR PK 071693 Rough Electric NR PK 071293 Shear Panels/HD's CA PY 071293 Frame/Steel/Bolting/Welding CA PY 070293 Roof/Reroof AP PD 060993 Rough/Topout CA PY 060493 Frame/Steel/Bolting/Welding PA PK 060393 Frame/Steel/Bolting/Welding CO PY 052493 Ftg/Foundation/PierS AP PY 052193 Ftg/Foundation/PierS CO PK COMMENTS SEE CORR LIST BLOCK @ STRAP PER ARCH SEE INSP NOTES LEFT CORR NOTE PREVIOUS CORR IMCOMPLETE ND TO EXPOSE CONNECTION ND TOP OUT SEE NOTICE SEE NOTICE SEE NOTICE SEE NOTICE(SUB FLOOR ONLY) NO PLANS 5 POST FTNGS SEE ATT'D NOTICE COMPACTION LABS, INC. Post Office Box 271338, Escondido, CA 92027 SOIL TESTING & INSPECTION SERVICES (619) 741-5289 FIELD DENSITY TESTS ASTM D1556 (tw JOB Z3 2o0 C:1)'L) _c 7 JOB No. DATE bY INFORMATION TO: HOURS__±II____ SAND CONE CONE BULK y VOLUME SAND SHEET OF MILES tflThiiI Fm Aram IIflIHh11IJA1 a•u••umuuuuu wua••u iiiuui•mii•iiiiuiuuiuiuuuiuuiim mmmmmmmommmmmilmmmmmmummmommom mmmmmmmmmmmmi immmmmmuummumansom auui•i•i•i iu•a•unuauiia I.. Uusuuuiuim ..';i••i•uiuu a•uuuuuu•iii•ii u•p1•U IUUUURUUIR•IUliIVUUlllIii APPR0VED BY :y to be of se,-vice. Please or or d&taii is required. I. Lowell A.Dukleth RCE #9901 From : Lowell tiuk 1 eth, Engineer PHONE No. : 619 727 2321 Aug.05 1993 2:53PM P01 Lowell A. Dukieth, Consulting Engineers 993-C S. Santa Fe Ave. Vista, CA 92083 (619) 727-2321 (619) 727-9676 1.&ty if Carlsbad c/c, 3-Deal Construction Aug I, 1993 2958 Madison Suite 101 93-72-7 Carlsbad, California 9200R Re; Approval of Shear Wail change, 2390 Ocean St. Mr and Mrs Sumner owners. GenUemen t. Thic ic to advise you of the recommended cnrrptirin fn ,hiar wall *2, where the 7/9 stucco was missing. This section of shear wall is to be sheathed with 3/8' Plywood and be shear nailed with Gd 04 Panel-edges and Gd 012"Fi.eld. it is my preifessiorial opoiriior that the subcct sh.ar wall will now carry the calculated 225p1f indicated in my nr;jin1 rarui1ati.c,ns for this structure. It is my professional opinion that the above changes will render the structure satisfactory for the support of the impnd loads, both vertical and lètwral. ANCHOR PLATE (CAT. NO. TGAP) L k --ED OF MORTAR NOTE- ANCHOR PLATE MOUNTED TO MASONRY CHIMNEY WITH FIG. 15 BOLTS, NUTS AND WASHERS. FM TABLE 3 15° ANGLE WANGLE T. WC 6W TO 12 WCW DIM. NO. PCS. 6W 7° r -. 10 12W.. 0 _0 1$'/. 187!0 19'!. 21½ 22°/a 1½ 20'I. 4__ 23½ _23/a ?4L .?I. 27'!. _2'1e 24½_ 6¼ - - 2_9. 29'/i 30 31 'I 33 43/o 20)14 9¼ 18 1- 3411/ 35 35/ 37I 57/0 1 34 '/9 123/s 24 - - 40'/2 .40I4 411/2 43 441!2 71/a., 401Ie 151/6 g_ 2 45 45'/4 46 47¼ 49 8¼ _____ ..L_ _L .521/. 523/s 53114 546,11 .581!0 101!8 501/2 211/6 42 2 58'19 5 7/a 576/e 59'/e 60'/a 119/4 5492 . 23'ie 48 .j, 833k.. _.54 64¼ 65¼ 67¼ 13/4_ 60'!. 27'/. _ 54 2 1 68'!. ..80a. 89'1, 70'!. 72_ 14'Ja 847/. 29'!. .60 i_ .....24_ 74111 - 75 761/2 78 ia". . o'i. 325!8 19!/4 80 80'!, 82½ 83'I 18 75'F _5'18 ._ g_. ...... • 85112 851!4 861!9 88 ..89/2 191!2 80/._ 385!. .78 ., j.._ 90_. 901/ 91 921!2 94 201/4 84'!. _40!/a. 84 2 97'!. .9731. "! _ 101/e 22 '!. 90_ 44'!. ..20.. .L.. ..101'/a 1 1011, 102610, 104'!. 1 1056la ... 237/s 94'!. 46'!. iL.. ._ _1.081/4 1 109 1098/4 1 1112/4 1 112'1. 1 253/4 1011/4 50,16 Li FIG. 16 HEHNINGS WOOD STOVES 6197588032 P.01 Masonry Chimney Extension An anchor plate (TGAP) is used to attach Metal-Fab 21000 F. Chimney to a masonry chimney. Apply a bed of mortar approximately 3/4 inches deep, approximately 1 inch larger than the anchorplate. around the flue opening of the masonry fireplace (See TO chimney catalog for anchor plate dimensions). Insert four (4)1/4-20 x 2" bolts, head down into the mortar with spacing thatwill be approximately 1/2 inch irisidetheouteredge dimension of the anchor plate. Drill 5/16 inch diameter holes into the anchor plate to match bolt locations. Before mortar sets, place the anchor plate over the bolts and press down into the mortar. Loosely attach a washer and nut on each stud. S. Use a level to check the installation, assuring that the TO chimney connection is level. When the mortar has set up, tighten the nuts and proceed to stack Metal-Fab chimney p!pe (TG) on the anchor plate. See "Flashing Instructions" and "Termination" sections. Note: Existing masonry flues may be extended with TO pipe by using an anchor plate, provided that: The existing masonry chimney is structurally sound, and The flue extension is properly sized so that the appliance attached to the flue drafts properly. Elbow Installation Metal-Fab provides a 15° (TGA15 and 300 TGA30) Elbow to allow chimneys to avoid framing member or roof peaks. A maximum of 30 degrees from the vertical is allowed, and a total of four elbows (two pair) for each chimney installation. Maintain two (2) Inches air space to combustibles. NOTE: For offset combinations, see Table 3 and illustration. Attach the elbow to the chimney pipe or other support part and twist to lock. Using the offset chart, add chimney sections between elbows. A support band (TGSB) is required at the upper elbow of the pair to support the load, as shown in Figure 17. Attach the upper elbow to bring chimney back to vertical. - at .011 A/O(' tiriw P X0,>) [ 3MMA ,oc 3JOKA 'at -- A 1L9L wes ' ir - .St cn - iV1S 1 Aker I !L 4L .Ot4 J.. Al ..L j .\! Qt j Ato--- Aces * cc !LL .J..... _t\!.L - _Jqt _0kc Wa itC aLL mbe - of I JAS - W06 I"S J jLj?. AtOk i'O' - s\!8 T _ eb 010 ON _?._ .1. _2L I oa LL & iL •V L J __ __ Ihfl .t'oa Up— ALx'o .iL st. _el%oa -. &r __taa I . Asce ..L j r LLL -—t--."Aa- iL .VO V8r c ya' _ VI .L 08. AI?N _jINTO— Also 008 .08 88 ___ ir _tL. 9L L°e j vror Vah i\! ."oi £PL iL iXL jj. j... Qe jX!8S 01kestI. tIJ1. ,1t I - . . (ioiaci9tx V9flmii1O yirioeM of beu a (AciT) Mal.4 icrbnr, r.A a of y9nmjd3 .i 00O1 ,gfl1r .ar1tnid3 inoanrn Xitp1sm11x.o1qq& ialicm to bed is '(qqA J ienisidoniI vlq1sm1xoiqqz.qpvbz9d=1M1! grilneqo 9ullllbritoa.eisIq1orbns9d:n&J snmirb 01 so8) orntqei% yinoesm erft to .(anol2nemib stsq torrrn lot DoWso bzed ,atlod " x O4r (I) ,uot aanl ed 11iwid1 9nizsq rttiwnhom ai11olti nwob ob9ietuo ecU ebi2n1 rbni t 'Ietsmbcoiqqs .&clq iodom oil) to nQienamsb rU o1neIocj l9larnclb rbni a t\8 vno .c .anoilr,301 Had jioifirn c etslq lorbni3 orbno ecU elq ,eJaa ihiom eoeC . oil cmi nwoh ace'q bas aftod sift tevo no tun bni t9($8BWa li3flf3 'ieooJ .hom .buterlu, ,noihoUotani srI Ieri of level 13 eLJ . no3enno3flmirb OTarhdhrtitu, .19v91 nsh1rtt ,qu w. etrl ttthom sill rionW . dslsteM oIa ci b9s3oq brie aitn sift .etsiq tor1,rw sill no (01) sqtq (9flmfri bns nollnii)anl inirla$' ce . .2r1Ooa.flOmhfTtOT ad ymn aeufl Xinoasm eni1erx3 e1oW 'ioctn& ns pntau yd eq;q OT ittiw bebn&,ro ;sril bobivcnq eUta at vf1fl1td3 4tflOCi1T2 Unijaixe silT (i brw bnuoa Xilsmuwfe baste yheqoiq ai noinoixa tult eu (4 ecU of bsrlcfls s0n8ftqql edt tcdt oa .yheqotq ettaib eufl rioiU3llsl2nl wod13 8tAOT) 'bar B aeb1votq daRIs;eM .r a'ririiirb wolls 01 wodt (OEADT °OC bns A aAzN tooi to tadmom gnirnsi blove of at lh5v sri) moil 2ee19eb OC lo mirnlxrn (1iiq wt) wod1otijoI to 1st cm n bi-c .bowol owl ntehrelcM nolrI1stetii enmirto rboo,of xeldilaudmoo of esqa its earbnt () see atToiI6flIdmO3 teatto id .n0t15Th3u)U bns C &dsT eqiq orirnid sift ot wodte sift losnA £ QniaU a1301 ci Jetwi bn ttsq rtoqqua tsrftoio 3rlQiJ-ea Xsnmido bba ,trd3 toalto c0, ei (82T) bns.d hoqqua A .awod1 roewied ot tuiq erti to wodle teqqu sri: Is bupei St oiugtl iii nwoila as 1bso1 edi Hoqquu y9rimido Unhd ol wodle ieqqu Of rf3flHA Jshev of good 3TAjq PO3VA 4*f .1A3) - .7j • { vj :3m4 3LU0V STAA FOtwI4A 4TJ Y iMHO 'iRIi0M 01 24A atç awi ,erioa Lowell A. Dukleth, Consulting Engineers 993-C S. Santa Fe Ave. Vista, CA 92083 (619) 727-2321 (619) 727-9676 City of Carlsbad do I-Deal Construction Aug 2, 1993 2958 Madison Suite 101 93-22-1 Carlsbad, California 92008 Re: Approval of As-Built structural changes, 2390 Ocean St. Mr and Mrs Sumner owners. Gentlemen: This is to advise you that I have personally inspected the subject changes and find them to be satisfactory for the vertical and lateral forces I have calculated for this structure. I have formed this professional opinion after gathering data and analyzing the following: The diagonal steel brace would have resulted in a poor exterior appearance and would have produced rotational forces on the Southeast corner of the addition. I therefore directed the contractor to strap and bolt the Southerly Glulam into the existing upper garage floor to carry lateral forces to the shear walls via that floor. Two 4x8 treated wood columns were constructed adjacent to existing concrete walls and it was therefore impossible to use thru bolts. For this reason and given the fact that neither column will be subjected to uplift and are not a part of any shear wall, I approve the use of Lag Bolts from one side only which will be sufficient to prevent the columns from being offset from their post bases. It is my professional opinion that the above changes will render the structure satisfactory for the support of the imposed loads. Thank you for this opportunity to contact me if additional information or be of service. Please Z is required Duk leth RCE *9901 ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA 92123 (619) 560-1468 DATE: JURISDICTION: CcAV5 toL\ PLAN CHECK NO: 3 4O SET:I PROJECT ADDRESS: 3Q PROJECT NAME: 0,21 ri00 r JiLc A? PLAN CHECKER FILE COPY UPS DESIGNER The plans transmitted herewith have been corrected where L necessary and substantially comply witi the jurisdiction's building codes. /7/se po7e 6.e- 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. o The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. D The check list transmitted herewith is for your information. The plans are being held at Esgil Corp. until corrected plans are submitted for recheck. D The applicant's copy of the check list is enclosed for the jurisdiction to return to the applicant contact person. 0 The applicant's copy of the check list has been sent to: aEsgil 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:. Telephone 1 1REMARKS: 7%(/ y5 Lvo+r' A 7 Q)( LC , yU Lt )~ V1 W e By: Enclosures:______________________ ! r-TT. CORPORAT.ON, DGA 0 CM Date /!'/q3 Jurisdiction Ca.r/sAd Prepared byi VALUATION AND PLAN CHECK FEE cq:E~~ D Esgi]. PLAN CHECK NO. BUILDING ADDRESS -- e2Cecw.. . APPLICANT/CONTACT' PHONE NO.________________ BUILDING OCCUPANCY - DESIGNER PHONE_____________ TYPE OF CONSTRUCTION CONTRACTOR PHONE___________ BUILDING PORTION BUILDING AREA VALUATION MULTIPLIER VALUE Air ConditioninE Commercial _•@ Residential - Res. or Comm. Fire Sorinklers Total Value Building Permit Fee $_ Plan Check Fee 5 $ /5g. to C 0 M M C N T 5: SHEET ___ - 1 12/87 PLANNING/ENGINEERING APPROVALS PERMIT NUMBER CB DATE 414;~3 ADDRESS SINTIAL RESIDENTIAL ADDITION MINOR ((4OOO(0O)— P fr/c oi. ,3Pi41/y 44 e ; p;ô V't' - OTHER PLANNER TENANT IMPROVEMENT PLAZA CAMINO REAL VILLAGE FAIRE COMPLETE OFFICE BUILDING DATE ENGINEER DATE C:\WP51\FILESBLDG.FRM Rev 11/15/90 PLANNING QfEQ1Sr Plan Check No. CBQJ4%Address V370 663Dd ç7 Planner VAN LYNCH Phone 438-1161 ext. 4325 (Name) APN: eo3— O0 —02- Type of Project and Use I2-6/.b'7U_A2e,1?#i Zone l2-3 Facilities Management Zone / Legend item Complete (,Ji) item incomplete. Needs your action 1, 2, 3 Number in circle indicates plancheck number where deficiency was identified Environmental Review Required: YES - NO-A. TYPE_____ DATE OF COMPLETION: Compliance with conditions of approval? If not, state conditidns which requireaction. Conditions of Approval Discretionary Action Required: YES - NO ..~~. TYPE APPROVALJRESO. NO. DATE: PROJECT NO. OTHER RELATED CASES: Compliance with conditions of approval? If not, state conditions which require action. Conditions of Approval C3 C3 alifornia Coastal Cuiuon Pt Required: YES NO () DATE OF APPROVAL: 1 ' 3 San Diego Coast District, 3111 C2mrno Del Rio North, Suite 200, San Diego,CA. 92108-1725 (619) 5218036 Compliance with conditions of approval? If not state conditions which require action. Conditions of Approval • 0 Landscape Plan Required: YES NO See attached submittal requirements for landscape plans Site Plan: VC3 P 1. Provide a fully dimensioned site plan drawn to scale. Show: North arrow, property lines, easements, exiting and proposed structures, streets, existing street improvements, right-of-way width and dimensioned setbacks. - 0 2. Show on Site Plan: Finish floor elevations, elevations of finish grade adjacent to building, existing topographical lines, existing and proposed slopes and driveway. ClVC3 3. Provide legal description of property. 0 4. Provide assessor's parcel number. Zoning-1. Setbacks: ?t) /,1JM7V i Required ZO' Shown Ent. Side: Required c' Shown 1q1e'J f/os " '" '6Street Side: Required —Shown pJ 4/21f4 Rear: Required .-/D' Shown /-/o' 2. Lot coverage: Required Liôq Shown M /C3 C1 3. Height: Required 430' Shown 2' 0 0 0 4. Parking: Spaces Required 2- Shown 2_ Guest Spaces Required Shown____ Additional Contni.nts I #ri , r a OK TO ISSUE AND ENTERED APPROVAL INTO COMPUTER V DATE PLNcIC.FRM STATE OF CALIFORNIA—THE RESOURCES AGENCY PETE WILSON, Governor CALIFORNIA COASTAL COMMISSION SAN DIEGO COAST AREA 3111 CAMINO DEL RIO NORTH, SUITE 200 SAN DIEGO, CA 92108-1725 0 (619) 521.8036 EXEMPTION LETTER This is to certify that this location and/or proposed project has been reviewed by the staff of the Coastal Commission. A coastal development permit is not necessary for the reasons checked below. The site is not located within the coastal zone as established by the California Coastal Act of 1976, as amended. The proposed development is included in Categorical Exclusion No. adopted by the California Coastal Commission. The proposed developmentis judged to be repair or maintenance activity not resulting in an addition to or enlargement or expansion of the object such activities (Section 30610(d) of Coastal Act). The proposed development is an improvement to an existing single family residence (Section 30610(c) of the Coastal Act) and not located in the area between the sea and the first public road or within 300 feet of the inland extent of any beach (whichever is greater) (Section 13250(b)(4) of 14 Cal. Admin. Code. The proposed development is an improvement to an existing single family residence and is located in the area between the sea and the first public road or within 300 feet of the inland extent of any beach (whichever is greater) but is not a) an increase of 10% or more of internal floor area, b) an increase in height over 10%, or c) a significant non—attached structure (Sections 30610(a) of Coastal Act and Section 13250(b)(4) of Administrative Regulations). (OVER) Page 2 The proposed development is an interior m o d i f i c a t i o n t o a n e x i s t i n g u s e with no change in the density or intensity of u s e ( S e c t i o n 3 0 1 0 6 o f Coastal Act). The proposed development involves the instal l a t i o n , t e s t i n g a n d p l a c e m e n t in service of a necessary utility connection b e t w e e n a n e x i s t i n g s e r v i c e facility and development approved inaccor d a c e w i t h c o a s t a l d e v e l o p m e n t permit requirements, pursuant to Coastal Act Section 30610(f). The proposed development is an improvement to a s t r u c t u r e o t h e r t h a n a single family residence or public works fa c i l i t y a n d i s n o t s u b j e c t t o a permit requirement (Section 13253 of Admin i s t r a t i v e R e g u l a t i o n s ) . The proposed development is the rebuilding o f a s t r u c t u r e , o t h e r t h a n a public works facility, destroyed by natural d i s a s t e r . T h e r e p l a c e m e n t conforms to all of the requirements of Coastal Act Section 3061 0 ( g ) . Other: Please be advised that only the project descr i b e d , a b o v e i s e x e m p t f r o m t h e permit requirements of the Coastal Act. Any ch a n g e i n t h e p r o j e c t m a y c a u s e it to lose its exempt status. This certific a t i o n i s b a s e d o n i n f o r m a t i o n provided by the recipient of this letter. I f , a t a l a t e r d a t e , t h i s information is found to be incorrect or incompl e t e , t h i s l e t t e r w i l l b e c o m e invalid, and any development occurring at t h a t t i m e m u s t c e a s e u n t i l a c o a s t a l development permit is obtained. Truly yours, 6630A r COMPACTION LABS, INC. SOIL TESTING & INSPECTION SERVICES May 1, 1993 Project No. CL-4373 Raymond Holcomb 2958 Madison, Suite 101 Carlsbad, California 92008 Subject: Limited Soils Investigation Proposed House Addition 2390 Ocean Street Carlsbad, California Dear Mr. Holcomb: In response to your request, we have performed a limited soils investigation for the subject project. The scope of our invest- igation was to determine the on-site soil conditions and provide foundation design criteria with regard to the proposed addition. It is our understanding the proposed 2nd story house addition will be - constructed above the existing entryway and dining room and extend to the west between the main house and the existing garage. The area to receive the addition around the residence is pre- dominantly flat and surfaced with concrete walkways and slabs. Our field investigations were performed on April 20, 1993 and April 23, 1993 and included an inspection of the site and the excavation of three hand dug test pits to a depth of 4.5 feet below existing grade. LoOations of test pits are delineated on the attached Plate No. One, entitled, "Test Pit Location Plan". As excavation proceeded, representative soil samples were collected and returned to the laboratory for testing to determine the characteristics of the on-site soils. Loose surfical soils (silty-sands) consisting of old fill were found to be 4 feet, 3.5 feet and 3 feet in depth in Test Pit. No. s 1, 2, & 3 respectively. Underlying native soils to depths explored were dense silty-sands of the Coastal Terrace Deposit. Expansive soils were not observed during our investigation, Therefore, no special consideration need be given with regard to this characteristic. Post Office Box 301338, Escondido, CA 92030 • (619) 741-5289 COMPACTION LABS, INC. SOIL TESTING.& INSPECTION SERVICES May 1, 1.993 Project No. CL-4373 Page 2 All laboratory tests were performed on typical soils in accordance with accepted test methods of The American Society for Testing and Materials (ASTII). Tests conducted include: Optimum Moisture & Maximum Density Direct Shear Expansion Potential Test results are tabulated on the attached Plate No. Two, entitled "Tabulation of Test Results". IO$.. The existing residence was found to be underlain by relatively shallow compressible fill soils. Therefore, we recommend foundations be designed to support the proposed addition independently. This will require footings to be deepened as necessary to penetrate through loose surfical fill soils and bear a minimum of 18 inches into the underlying formation. We should be contacted to inspect all foundation excavations prior to pouring to assure footings will be founded in the recommended soil bearing stratum. Continuous footings having a minimum width of 15 inches founded a minimum depth of 18 inches into undisturbed native soil will have an allowable soil bearing pressure of 2500 pounds per square foot. Isolated footings 24 inches square founded a minimum of 18 inches into firm native ground will have an allowable soil bearing pressure of 2500 pounds per square foot. The above soil bearing pressure may be increased one-third when considering wind and/or seismic forces. All continuous footings should be founded a minimum of 18 inches into firm native ground and reinforced with one 4. bar top and bottom. Steel should be positioned 3 inches above bottom of footing and 3 inches below top of footing. It should be noted, due to the old fill* soils underlying the existing residence, Compaction Labs, Inc., cannot assume COMPACTION LABS, INC. SOIL TESTING.& INSPECTION SERVICES May 1, 1993 Project No. CL-4373 Page 3 responsibility for future structural damage occurring to the existing residence. The owner may consider having the Project Structural Engineer evaluate the foundations at the residence with regard to the settlement of fill soils that could possibly occur beneath the existing construction.: If you have any questions, please do not hesitate to contact us. This opportunity to be of service is sincere D ated. Respectfully submitted, GER COMPACTION LABS, INC. Ronald K. Adams President RKA:kla cc: (3) Submitted C') ici ';;1 II 19393 GeotechniL r 000713 COMPACTION LABS, INC. SOIL TESTING PROPOSED HOUSE ADfl1iOK 23DDLEAM STREET LARLBAD1 LA TEST FiT LL1LATK) PROPOSED ADDITIOM EX\Vflt'J6 KTLH S'i EXLTRfl HOUSE LIME TEST LOCATION SKETCH PROJECT No. EL— PLATE No DNE COMPACTION LABS, INC. SOIL TESTING & INSPECTION SERVICES OPTIMUM MOISTURE/MAXIMUM DENSITY SILDE.ScRIELLQL LIEE. MAX. DRY DENSITY OPTIMUM MOISTURE (ib/cuLt) (% dry wt).. Brown Silty Sand P1 @ 4' 131.5 08.7 EXPANSION POTENTIAL SAMPLE NO. P1 @ 4' CONDITION Remold 90% INITIAL MOISTURE (%) 08.6 AIR DRY MOISTURE (%) 06.0 FINAL MOISTURE (%) 13.2 FINAL DRY DENSITY (pcf) 118.2 LOAD (psf) 150 SWELL (%) 007 CONDITION ANGLE INTERNAL FRICTION COHESION INTERCEPT (PCF) DIRECT SHEAR P1 @ 4 Remold 90% 32 300 PROJECT NO. CL-4373 PLATE NO. TWO /. ÔMPACTION LABS, INC. )IL TESTING& INSPECTION SERVICES May 1, 1993 Project No. CL-4373 -Page2 £JQYTEST All' laboratory tests wereperformed,on typical soils in accordance with accepted.test methods of The American Society for Testing and Materials (ASTM). " Tests conducted inbl.ude: ' A) Optinuic1Moisture & Maximum Density B)• Direct'Shear C) Expansion ?ctential Test results are tabulated on the attached Plate No. Two, entitled Tabulation of Test Results". R1COM11FMDAT IONS AtJ CO11L11.LQI. The existing residence was found to* be underlain by relatively shallow comp?essible fill soils. Therefore, we recommend foundations be designed to support the proposed addition independently. This will require footings to be deepened as necessary to penetrate through loose surf ical fill soils and bear' ,a minimum of 18 inches into the underlying formation. We should be contacted to inspect au foundation excavations prior to pouring to assure footings will be founded in the recommended soil' bearing stratum. .. . . ' . Continuous footings having a minimum width of 15 inches founded a minimum dpth of 18 inches into undisturbed native soil, will have an allowable soil -bearing pressure of 2500 pounds per square foot. Isolated footings 2,4 inches square founded a minimum of 18 inches into firm native' ground will have an allowable soil bearing pressure of. 2500 pounds per square 'foot. The above soil bearing' pressure may be increased one-third when considering wind and/or seismic forces. All continuous. footings should be .founded a minimum of 18 inches into firm native grouid and reinforced with one #4 bar top and bottom. Steel should be positioned 3 inches above bottom, of footing and 3 inches below top cf footing. - It should be noted, due to the old fill soils underlying the existing residence, Compaction Labs Inc., cannot assume 41 11 COMPACTION LABS, INC. SOIL TESTING & INSPECTION SERVICES May 1, 1993 Project No. CL-4373 Raymond Holcomb 2958 Madison, Suit,e 101 Carlsbad, California 92008 Subject: Limitd Soils Investigation Proposed HcueAddftion 2390 Oceri St:reet Car Isbad 1if01.. Dear Mr. Holcomb: In response to your request, we have performed a limited soils investigation for the s subjecz project. The scope of our invest- igation was to determine the on-site soil conditions and ,provide foundation design criteriaw:th regard to the proposed addition. It is our understanding the.proposed 2nd story house addition will be constricted- above the existing entryway 'and dining room and extend to the west between the main house and the existing garage. The area to receive the addition around the residence is pre- dominantly flat and surfaced with concrete walkways and slabs. EILD I3E.IIALIQN. Our field investigations were-performed on April 20, 1993 and April 23 1993 and included an inspection of the site and the excavation of three hand dug testpits to a depth of 4.5 feet below existing grade. Loôation of:.est' pits, are delineated on the attached Plate No-.,One, entitled, "Test Pit Location Plan". As excavation proceeded; representative soil samples were collected - and returned to the labcatory for testing to determine the characteristics of the .on-site soils. 1OJL_COt11II1S Loose surf--cal soils (silty-sands) consisting of old fill were found to be 4 feet, 5..5 feet and.3 feet in depth in Test Pit No.'s 1, 2, & 3 respectively. Underlying native soils to depths explored were dense silty-sands of the Coastal Terrace Deposit. Expansive soils were not observed during our investigation, Therefore, no specia. ccnsideration need be given with regard to this characteristic. Post Office Bo 'c 301338, Escondido, CA 92030 • (619) 741-5289