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Home My WebLink About285 JUNIPER AVE; ; CB971231; Permit?ci BUILDINGPERMIT 05/23/97 13:49 Page 1 of 1' Job Address: 285 JUNIPER AV Suite: Permit Type: APARTMENTS Parcel NO: 204-240731-00- Lot#: 'Permit No: C.B971231 Project No: A9701603 Development No: Valuation: 216,046 : Construction Type: VN Occupancy Group: Rëference#: . Status: ISSUED, Description: DEMO EXIST HOUSE-REPLACE W/2 Applied: 01/7/97 UNITS,2023 SF,877 CAR PRT+REMODL 3RD UNT Apr/Is'sue: 05/23/97 Entered By: RMA 'Appl/Ownr: JAEGER, CHESTER 909 626-1771 636 Atd4MOSA DR , 5254 05/23/97 0001 01 02 CLAREMONT CA. 9171 - ,k** Fees Required.,*** Fees liected & Credit *7248.00 S ----- --------- -- Adjustments: .00 0 T 4Jci Total Fees:, 8, 8.00 Tota Fee description its Number of Bedrooms Number of Bathroom.. . . . . ...SSS... Building Permit Plan Check Strong MotiOn Fee ) INCORPORATED * BUILDING TOTAL 1952 Enter 'Y" for' Piurnbinq Each Install/Repair Wane cc Each Plumbing Fixture or Each Water Heater and/or Ven Gas Piping System *PLUMBING TOTAL Enter 'Y 1' for lectric. Ise 'Fee > Single Phase Per AMP * ELECTRICAL TOTAL ($10 Minimum) Enter 'Y' for Mechnical Issue Fee> Install Furn/Ducts/Heat Pumps > Each Install Fireplace > Each Install/Reloc Vent > * MECHANICAL TOTAL Construct Housing(Y/N)? > Enter Impact Fee . > F ALA PROVAL S DATE__'-'-f LLRANCE - CITY OF CARLSBAD ' 2075 Las Palmas Dr., Carlsbad, CA 92009 (619) 438-1161 (PF FF CFI? (Ti cL'IF .00 i,000.O4Y : \ 7,048.00 LJn Ext fee Data 1.00 1 00 1 1049.00. 682.00 22.00 1 1369.00 / 1264.00 / 237.00 / 267.00 / 4890.00 / 20.00 Y 7.00 63.00 7.00 7.00 7.00, 7.00 7.00 7.00 104.00 5.00 Y .25 75.00 - 80.00 15.00 1 9,00 900 6.50 6.50 .4 4.50 18.00 49.00 N 2925 Z\ 2925.00 306 ;P7 /73 SEWER PERMIT Permit No: SE970010 Bldg PlanCk#: CB970020 Suite: 05/23/97 13:5 Page 1 o 1 Job Address: 285 JUNIPER AV Permit Type: SEWER - RESIDENTIAL Parcel NQ: 204-20-31-00 Description:. 2023 SF ADD,877 SF CAR PORT, REMODEL 557 INTERIOR 5254 05/23/97 0001 01 02 StatsRHISSUE1..00 Applied: 01/20/97 Apr/Issue: 05/23/97 909 626-1771 Expired: Prepared By: DR Permitee: JAEGER, CHESTER 636 ALAMOSA DR CLAREMONT CA 91711 *kA Fees Required *** Fees: 1,8104 Adjustments: 1.00 Total Fees: 1 840.00 Fee 'description / Enter Number of Unis <Enter CREDIT EDUs> -' 'N •> Total EDUs 'N Sewer Fee Enter Sewer EDUs an Benef t * SEWER TOTAL 4 Fees liected & Credits .00 1,810.00 Ext fee Data ---------------- 3.00 -2.00 1.00 1810.00 NA 1810.00 INCORPORATED 1952 CITY OF CARLSBAD 2075 Las Palmas Dr., Carlsbad, CA 92009 (619) 438-1161 (KO 113 PERMIT APPUCATION City of Carlsbad Building Department 2075 Las Patinas Dr., Carlsbad, CA 92009 (619) 438-1161 1. PERMIT TYPE From List I (see back) give code of Permit-Type: --------------------------------------------------------- For Residential Projects Only: From List 2 (see back) give q -~ I ~--3 ~ PLAN CHECK NO. -qf IEST.VAL 1O9L, IPLAN cK DEPOSIT ________ 'VALID. BY DATE /7f7 Code of Structure-Type: 1813 01/07/97 0001 01 02 Net Lass/Gain of Dwelling Units C-PRMT 1000.00 2. PROJECT INFORMATION FOR OFFICE USE ONLY Address 2 4utir'ip Building or Suite No. Nearest Cross Street C-14-flipip—L-op o440M Ai Z i4P (oB tiz4 CHECK BELOW IF SUBMIITED: 02 Energy Calcs 02 Structural Calcs UTSoils Report 0 1 Addressed Envelope DESCRIPTION OF WORK o/iO(— LoZ.1/O' '. SQ. FT. # OF STORIES 2- # OF BEDROOMS # OF BATHROOMS S 3J4 NAME (last. name first) 1 ADDRESS zO( I-A44 r. Y CITY RL4,15 STATEC,.A ZIP CODE JZ009 DAY TELEPHONE 4' . .e9zt:. NAME (last name first) ---..."-" " --- '-.."" •x i / 3 CITY %SA"W CODE NAME (last name first) ADDRESS &ISCI ALAMO1:>CZ ' STATE ZIP CODE '9 "7 DAY TELEPHONE 6. tOONI RALAURM, - ADDRESS CITY STATE ZIP CODE DAY TELEPHONE STATE UC. # LICENSE CLASS CITY BUSINESS UC. # DESIGNER NAME (last name first) ______ ADDRESS )TP i-r CITY - STATE ZIP CODE TELEPHONE STATE UC. # t) 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 S. OWNER-BUILDER DECLARATION Owner-13u111er Declaration: I hereby affirm that I am exempt from the Contractor's License Law for the following reason: 0 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). 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? DYES 13 NO - 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 ONO 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 POLLUTION CONTROL DISI1Ucr. CONSTRUCTION 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 LENDER'S ADDRESS APPLICANT CERTiFICATION 17-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 10 SAVE INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL UABILITIES, 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 suspendedor..abandoned at any time after the work is commenced for a period of 180 days (Section 303(d) Uniform Building Code). DATE INSPEC1OR PERMIT # PLAN CHECK# JOB ADDRESS ' DESCRIPTION TIME ARRIVE: TIME CODE DESCRIPTION • ACT COMMENTS 13 CITY OF CARLSBAD INSPECTION REQUEST PERMIT# CB971231 FOR 01/15/98 DESCRIPTION: DEMO EXIST HOUSE-REPLACE W/2 UNITS,2023 SF,877 CAR PRT+REMODL 3RD UNT TYPE: APT INSPECTOR AREA PK PLANCK# CB971231 0CC GRP CONSTR. TYPE VN JOB ADDRESS: .285 JUNIPER AV APPLICANT: JAEGER, CHESTER CONTRACTOR: OWNER: REMARKS: C/ SPECIAL INSTRUCT: ALL DEPARTMENTS HAVE STE: LOT: PHONE: PHONE: PHONE: 909 626-1771 Z2 INSPECTOR APPR' D/RE LEASED TOTAL TIME: --RELATED PERMITS-- PERMIT# TYPE STATUS CB940426 PLUM EXPIRED RW970264 ROW ISSUED SE970010 SWRSD ISSUED CD LVL DESCRIPTION ACT COZfNTS I 19 ST Final Structural ç 24' )1o1 29 PL Final Plumbing 39 EL Final Electrical 49 .ME Final Mechanical ***** INSPECTION HISTORY ***** DATE DESCRIPTION 010598 Final Combo 122297 Final Combo 120297 Gas/Test/Repairs 112597 Final Plumbing 102997 Final Electrical 100197 Gas/Test/Repairs 093097 Gas/Test/Repairs 093097 Interior Lath/Drywall 093097 Exterior Lath/Drywall 092697 Interior Lath/Drywall 091997 Insulation 091897 Shear Panels/HD's 091897 Rough Combo 091797 Gas/Test/Repairs 091797 Frame/Steel/Bolting/welding 091597 Frame/Steel/Bolting/Welding 091597 Rough/Topout 091597 Rough/Ducts/Dampers 091597 Rough Electric 091197 Rough Combo 091197 Frame/Steel/Bolting/Welding 090897 Rough Combo 082597 Frame/Steel/Bolting/Welding 082597 Rough/Topout COMMENTS NOT CLOSE-BUT TEST ON ALL 3 SEE NOTICE HOUSE METER ALL 3 LINES FAILED-NEED TO RE-TEST SEE NOTICE OK TO INSULATE NEED PLANS REVISED 2 NOTICES ANOTHER NOTICE 2 NOTICES OK TO WRAP WASTE ONLY ACT INSP CO PD NR PK AP PK CO PK PA PD AP PK CO PK AP PK AP PK CO TP AP PK AP PK AP PK NR PK NR PK PA PK AP PK AP PK AP PK CO PK CO PK CO PK NR PK PA PK NDS ROUTING TO UNITS CITY OF CARLSBAD INSPECTION REQUEST PERNIT# CB971231 FOR 01/15/98 INSPECTOR AREA PK DESCRIPTION: DEMO EXIST HOUSE-REPLACE W/2 PLANCK# CB971231 UNITS,2023 SF,877 CAR PRT+REMODL 3RD UNT 0CC GRP TYPE: APT 0 CONSTR. TYPE VN JOB ADDRESS: 285 JUNIPER AV STE: LOT: ***** INSPECTION HISTORY ***** DATE DESCRIPTION ACT INSP COMMENTS 082597 Rough/Ducts/Dampers PA PK 082597. Rough Electric PA PK 081397 Roof/Reroof AP PD 081197 Roof/Reroof CO PD 072997 Walls AP PK C.M.U. WALL FOR STAIR LANDING 071697 Grout AP PK 070797 Const. Service/Agricultural AP PK OK TO RELEASE 070397 Const. Service/Agricultural NR PK NO ACCESS 070297 Underground/Under Floor AP PK 070297 Underground/Conduit-Wiring AP PK 070297 Ftg/Foundation/Piers AP PK 070197 Ftg/Foundation/Piers AP PK NEED SOILS LETTER 063097 Ftg/Foundation/Piers 0 NR PK WILL RECALL 062797 Ftg/Foundation/Piers NR PK 062597 Underground/Under Floor AP PK WATER ALSO/CK BLDG C/O'S CONSTRUCTION TESTING &EN'GINEERING-, INC. ESCONDIDO • MODESTO • CORONA • OXNARD' RENO • SEATTLE • LAS VEGAS INSPECTION REPORT A I 0 A 1 ENGINEERING, INC. frAr sk~' PROJECT NAME: 7eJ,V/,° ADDRESS: __ A11P/1? i . IML5dOD, A- ARCHITECT: 70 A. A elcl-'14iVA/ ENGINEER: - CONTRACTOR: C1OL Ai2f2AC. ( 01Y5'l INSPECTION DATE: 21 79 7 PLAN FILE: -. - F BLDGPERMIT: 3/ f OTHER: ril. rl OF CTE JOB # REPORT# " INSPECTION MATERIAL IDENTIFICATION ) CONCRETE CONC. MIX#IPSI_________________ ) MASONRY. GROUT MIX#/PSI________________ P.T. CONC. MORTAR TYPE/PSI ) HELD WELD REBAR GRADE_________________ ) SHOP WELDING STR. STEEL_________________ ) PILE DRIVING H.S. BOLT____________________ ) BATCH PLANT MAS. BLOCK___________________ ) EXP. ANCHOR ELECTRODE OTHER iOYY($,. evYkIO Material Sampling 4, ( ) CONCRETE ( ) MORTAR - -( )GROUT,--( ) FIREPROOFING ( ) MASONRY BLOCK ( ) REBAR -. ( ) STRUCTURAL STEEL ( ) BOLTS / -- I INSP. PERFORMED, JOB PROBLEM, MATERIAL IDENTIFICATION, PROGRESS, WORK REJECTED, REMARKS I 4Q/11? LP,w F mc'vr 12 x /'" K4i? 2E772// c/s-3 97 7-/4' if YtS T'A(, ti97— / •-. .:. i- i Certification of Compliance: All work, unless otherwisenoted, complies with the approved plans and specifications and the uniform building code. . NAME: (PRINT) 1//4( 7LE4 SIGNATURE: 2% CERTIFICATION NO.: . 47. ci3O 76/ - / GEOTECHNICAL & CONSTRUCTION ENGINEERING TESTING & INSPECTION 2414 VINEYARD AVENUE SUITE G ESCONDIDO, CA 92029 (619) 746-4955 FAX (619) 746-9806 LI FIN :LD NG INSPECTION DEPT: BUILDING ENGINEERING, PLANNING U/M WATER PLAN CHECK#: CB971231 DATE: 12/22/97 PERMIT#: CB971231 PERMIT TYPE: APT PROJECT NAME: DEMO EXIST HOUSE-REPLACE W/2 UNITS,2023 SF,877 CAR PRT+REMODL 3RD UNT n ) 777Z ADDRESS: 285 JUNIPER AV tfl DEC 231997 CONTACT PERSON/PHONE#: C/JOE/434-1203 / J SEWER DIST: CA WATER DIST: CA INSPECTED DATE BY: INSPECTED APPROVED JL DISAPPROVED - INSPECTED DATE BY: INSPECTED: APPROVED - DISAPPROVED - INSPECTED DATE BY: INSPECTED: APPROVED DISAPPROVED COMMENTS: F-IZAL BUILDING INSPECTION 7,. DEPT: BUILDING ENGINEERING FIRE PLANNING U/M WATER - - - PLAN CHECK#: CB971 DATE: 12/22/97 PERMIT#: CB971231 PERMIT TYPE: APT PROJECT NAME:. DEMO EXIST HOUSE-REPLACE W/2 UNITS, 2023 SF, 877 CAR PRT+REMODL 3RD UNTO 41 0>. ADDRESS: L..PE*IIAVT CONTACT PERSON/PHONE•#: C/JOE/434-12 03 1 SEWER DIST: CA WATER DIST: CA INSPECTED DATE • BY:zl-n::~I~~iINSPECTED: ____ APPROVED f' DISAPPROVED - INSPECTED DATE BY: INSPECTED: APPROVED - DISAPPROVED - INSPECTED DATE . BY: INSPECTED: APPROVED - DISAPPROVED ------------------------ COMMENTS: t,1,4 A,,' C6,0 FINAL BUILDI INS CTION DEPT: BUILDING ENGINEERING Fl PLANING /M PLAN CHECK#: CB971231 PERMIT#: CB971231 PROJECT NAME: DEMO EXIST HOUSE-REPLACE W/2 UNITS,2023 SF,877 CAR PRT+REMODL 3RD UNT ADDRESS: 285 JUNIPER AV WATER DATE: 12/22/97 PERMIT TYPE: APT CONTACT PERSON/PHONE#: C/JOE/434-1203 SEWER DIST: CA WATER DIST:. CA INSPECTED . DATE BY: ~,Lyov INSPECTED: 7_q 7 APPROVED DISAPPROVED - INSPECTED DATE BY: INSPECTED:. APPROVED - DISAPPROVED - INSPECTED DATE . BY: INSPECTED: APPROVED - DISAPPROVED - COMMENTS: FINAL BUILDING INSPEC /7 DEPT: BUILDING T PLANNIN \U/M WATER • PLAN CHECK#: CB971231 DATE: 12/22/97 PERNIT#.: CB971231 PERM-IT..TYPE: APT PROJECT NAME: DEMO EXIST HOUSE-REPLACE W/2 L UNITS,2023 SF,877 CAR PRT+REMODL 3RD UNTmOli - ADDRESS: 285 JUNIPER AV 1U1 DEC 2J1 CONTACT PERSON/PHONE#: C/JOE/434-1203 SEWER DIST: CA WATER DIST: CA INS BY: D: APPROVED -DISAPPROVED INSPECTED DATE BY: INSPECTED: APPROVED - DISAPPROVED - INSPECTED DATE BY: INSPECTED: APPROVED - DISAPPROVED COMMENTS: k FINAL BUILDING INSPECTION DEPT: BUILDING ENGINEERING FIRE PLANNING U/ WATER! PLAN CHECK#: CB971231 DATE: 12/22/97 PERMIT#: CB971231 PERMIT TYPE: APT PROJECT NAME: DEMO EXIST HOUSE-REPLACE W/2 UNITS,2023 SF,877 CAR PRT+REMODL 3RD UNT ADDRESS: [285J1tJNIPERA0 0• CONTACT PERSON/PHONE#: C/JOE/434-1203 SEWER DIST: CA WATER DIST: CA INSPECTE0 DATE INSPECTED: /51? APPROVED INSPECTED DATE BY: INSPECTED: APPROVED - INSPECTED DATE BY: INSPECTED: APPROVED - DISAPPROVED DISAPPROVED DISAPPROVED COMMENTS: ( K City of Carlsbad 2075 Las Palmas Drive, Carlsbad California 92009 INSPECTION RECORD INSPECTION RECORD CARD WITH APPROVED PLANS MUST BE KEPT ON THE JOB CALL PRIOR TO 2:0 M. FOR NEXT WORKDAY INSPECTION BUILDING I SPECTION: (760) 438-3101 DRESS e) , L/'- LOT NO /SUITE (S.NAME: iLPANCY TYPE CONSTT7 O$"2 D 3/ 7 PERMIT NO. ,,ONTRACTOR I / ING 77/73i'-771 APPROVED TO COVER Type of Inspection Date Insp or Notes BUILDING DATION •0 -_i9 /_/ _ RCED STEEL NRY OUT 0 WALL DRAINS o7 j ANEIS PS.—(-—A/,iv: ? L 14; N FOOTINGS 0 tL 6/ RJME 0 FLOOR 0 CEILING EAR PANELS LAIION RLATH ERIOR LATH & DRYW/LL . g .5D a PCs NM PLUMBING D.SEWERAJDBUCO OPL/CO UNDERGRCUND WASTE ATER TOOUT AIASTE [!'WATER. - h TUB AND SHOWER PAN 0 AS TEST 'tAS PIPING WATER HEATER 0 SOLAR WATER FINAL 0 ELECTRICAL ELECTRIC UNDERGROUND Q'(JFER $ROUGH ELECTRIC WALLS ROUGH ELECTRIC CEILING ELECTRIC SERVICE 0 TEMPORARY* DBONDING 0 POOL . . HNAL I 0 MECEtANICAL ;WNDERGROUNU DUCTS & PIPING O O.O DUCT & PLEM.D RE PIPING --HEAT - AIR CONID. SYSTEMS VENTILATING SYSTEMS FINAL FINAL Sgn When Appropriate Building Dept., (Inspections) 438-3101 Fire Department 931-2121 I/lb fq8 Planning Department 438-1161 Engineering Dept. (inspections) 438-3891 Building Inspectors (7am-4pm) 438-3550 CMWD 0 438-2722 Ext 15 Water Inspections 438-3891 REV 6/96 . SEE BACK FOR SPECIAL NOTES CALL FOR FINAL INSPECTION WHEN ALLAPPROPR ATE ITEMS ABOVE HAVE BEEN API-'ROVW NOV-13-97 THU 07:44 PM JOE MOORE t 7607205257 P.03 46 a . __ __ ENGINEERING 1 &SURVEYINGJ - June 23, 1997 1525 S. Escondido Blvd. Suite A1 Escondido, CA 92023 Job No. 4276A (760) 741.0533 FAX (160) 741-5794 City of Carlsbad Building Department 2075 Las Palmas Drive Carlsbad, CA92O09 TO WHOM IT MAY CONCERN; - At Ue request of the Project Developer, a representative from this firm has made periodic inspections and performed rclative compaction testing during the remedial grading at the above referenced site. Grading was limited to an approximate 3' soils removal which extended 5' outside the building footprint. Firm soils were encountered at 3' in depth. This bottom area was then water conditioned and compacted using a 5 ton vibrating roller, mdiv dual test results and a location sketch are attached for your review. It is recommended. that the intenlal plumbing trenches be backfilied and compacted to a minimuzi of 90%j4tive compaction. Sincerel '1e P. Heald R. Lantis, P.E. NO CIVIL OF C - OFES8lo N FIELD COMPACTION 7'ESTRESULTS SITE: 285 Jumper A venue, CarLtha4 CA /;. SOIL DESOU71IO4 MAX WET OPTIMITh6 MAX DRY DENSITY (PM MOISTURE CONTENT (%) DENSITY (1) ' Rmwn Silty Sa 14170 1306 DATE OF TEST - TEST NO. LOCATION OF TEST/STATION ELEVATION FROM O.G. FIELD MOISTURE CONTENT (%) FIELD DENSITY DRY (PCF) MAX DRY DENSITY (PCF) RFLkT1VE COMPACTION (%) 6-6-97 1 See Sketch -1 4.59 99.4 130.6 76.0 6-6-97 2 See Sketch -1 4.46 94.2 130.6 72.0 6-6-97 3 See Sketch -1 3.82 - 97.0 130.6 74.3 6-6-97 4 See Sketch -1 4.14 108.2 130.6 82.8 6-9-97 5 See Sketch -3.0 6.97 118.2 130.6 91.07 6-9-97 6 See Sketch -3.0 9.11 125.2 130.6 95.91 6-9-97 7 See Sketch -3.0 9.43 121.9 130.6 93.37 6-10-97 8 . SeeSketch -1.5 8.55 125.8 130.6 96.34 6-10-97 9 See Sketch -1.5 7.57 1.21.7 130.6 93.21 6-10-97 10 See Sketch -1.5 8.56 122.5 130.6 93.77 6-10-97 11 See Sketch -1.0 6.94 117.4 130.6 90.0 6-12-97 12 SeeSketch FmishGrade 13.78 1211 130.6 fl-I 6-12-97 13 See Sketch Finish Grade 13.07 122.4 130.6 93.72 6-12-97 14 See Sketch Finish Grade 1169 119.6 130.6 91.59 6-12-97 15 See Sketch F1T1thade 12.96 1.20.7 130.6 92.45 6-18-97 16 See Sketch -1.5 3.75 118.1 130.6 9045 6-18-97 17 See Sketch -1.5 9.83 124.4 130.6 95.23 618-97 18 See Sketch -4.5 8.06 125.5 130.6 96.11 6-23-97 19 See Sketch Finish Grade 8.0 124.9 130.6 95.61 6-23-97 20 See Sketch FinishCiiade 8.56 123.8 130.6 1 94.7 HL ENGINEERING & SURVEYING 1525& Escondido Blvd. Suite A Escondido, CA 92025 1, \ 7. Date: 17 September 1997 To: File - 285 'Juniper From: Principal Building Inspector Re: Return call to Ted Buchanon Called Ted 'to explain why the shear walls are supposed to attach to the roof framing: No lateral analysis Conventional construction provisions require braced panel every 25" each direction. Braced panels to connect to the structural framing above and below the wall. Ted's response: "I did the plan check so long ago I can't remember whether I did a lateral analysis." "What's important is Whether or not the guy with his seal on the plans is satisfied with the construction." I told Ted I wanted to assure Compliance WI the Code, not just satisfy the designer. He hung up on me. PATRICK KELLEY Principal Building Inspector Page 1 PROJECT NAME: 377W/1i ADDRESS: ArFiZZWOZEW a ,914LMp1 • ARCHITECT: 7ø ,4 B7(M4JI,411 ENGINEER: CONTRACTOR: (tOtf A1IV4 O/V51 INSPECTION DATE:____________________ PLAN FILE: BLDG PERMIT: ___7 1 _________________ OTHER: - CONSTRUMON TESTING &ENGINEERING9 INC. ESCONDIDO • MODESTO • CORONA • OXNARD • RENO • SEATTLE • LAS VEGAS PELOFL CTEJOB# )O - ? REPORT# / INSPECTION REPORT Material Sampling ( ) CONCRETE ( ) MORTAR ( ) GROUT ( ) FIREPROOFING ( ) MASONRY BLOCK ( ) REBAR ( ) STRUCTURAL STEEL ( ) BOLTS ;Jilffwwi - NAME: (PRINT)4L1//4 C7i SIGNATURE:_ CERTIFICATION NO.: _O. 54g) .CIO76f 1 GEOTECHNICAL & CONSTRUCTION ENGINEERING TESTING & INSPECTION 2414 VINEYARD AVENUE SUITE 0 ESCONDIDO, CA 92029 (619) 746-4955 FAX (619)746-9806 ENGINEERING, INC. : EsGil Corporation Professiona(P1Tan Review !Engineers DATE: February 06, 1997 J ~UR Al~. 'JURISDICTION: Carlsbad U PLAN REVIEWER U FILE PLAN CHECK NO.: 9720 ? 1 ('-3 I SET: II PROJECT ADDRESS: 285 Juniper. Avenue . PROJECT NAME: Jaegar Residence-3-unit Housing and Remodel The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's *AAAAAALAA codes. The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified in the attached list 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. LI The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. F-1 The applicant's copy of the check list is enclosed for the jurisdiction to forward to the appli6ant contact person. The applicant's copy of the check list has been sent to: 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 cohtacted: Telephone #: Date contacted: (by:\ ) Fax #: Mail Telephone Fax In Person REMARKS:. Note all items in the attached list onto final set of plans. By: Tony Embuido Enclosures: Esgil Corporation 0 GA El CM 0 EJ fl PC 01/30/97 ,trnsmtl.dot 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (619) 560-1468 • Fax (619) 560-1576 Carlsbad 97-20 II February 06, 1997 Submit three sets of plans for commercial/industrial projects (two sets of plans for residential projects). For expeditious processing, corrected sets can be submitted in one of two whys: 1. Deliver all corrected sets of plans and calculations/reports directly to the City of Carlsbad Building Department, 2075 Las Palmas Drive, Carlsbad, CA 92009, (619)438-1161. The City will route the plans to EsGil Corporation and the Carlsbad Planning, Engineering and Fire Departments. NOTE: Plans that are submitted directly to EsGil Corporation only will not be reviewed by the City Planning, Engineering and Fire Departments until review by EsGil Corporation is complete. 5. When special inspection is required, the architect or engineer of record shall prepare an inspection program which shall be submitted to the building official for approval prior to issuance of the building permit. Please review Section 106.3.5. Where is the inspection program on set of plans? 46. Provide dryer vent to outside. The maximum length is 14 feet with two 90-degree elbows. UMC, Section 504.3.2. Vent leads inside garage. 55. New residential units must be pre-plumbed for future solar water heating. Note that two roof jacks must be installed where the water heater.is in the one story garage and directly below the most south facing roof (City Ordinance No: 8093). Note that two 3/4" copper pipes must be installed to the most convenient future solar panel location when the water heater is not in a one story garage and is not directly below the most south facing roof. (City Ordinance No 8093) All piping for present or future solar water heating must be insulated when in areas that are not heated or..cooled by mechanical means (city, policy).. .• ','. 59. All structures require a Class B roof covering, except room additions. Note on plans Class "B" minimum EsGil Corporation Profe.csioa[f1'(an Review Engineers DATE: January 15, 1997 APPLICANT JURISDICTION: Carlsbad 0 PLAN REVIEWER PLAN CHECK NO.: 720—, q 1 /Qj) SET:I 0 FILE PROJECT ADDRESS: 285 Juniper Avenue PROJECT NAME: Duplex, Garage, Laundry Rm., Remodel El The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's *A*A*A1.AAAA codes. The plans transmitted herewith will substantially comply with the jurisdiction's AAAAAAAAAA codes when minor deficiencies identified below are resolved and checked by building department staff. El 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. El 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: Ted Buchanan 2632 Luciernaga St., Carlsbad, CA 92009 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: Ted Buchanan Telephone #: 438-9222 Date contacted: '/, (by: )-() Fax #: telephone Fax In Person 'REMARKS: By: Tony Embuido Enclosures: Esgil Corporation flGA 0 C DEJ 0 PC 01/09/97 trnsmtl.dot 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (619) 560-1468 • Fax(619)560-1576 Carlsbad 97-20 January 15, 1997 PLAN REVIEW CORRECTION LIST SINGLE FAMILY DWELLINGS AND DUPLEXES PLAN CHECK NO.: 97-20 JURISDICTION: Carlsbad PROJECT ADDRESS: 285 Juniper Avenue FLOOR AREA: R3-2023 STORIES: 2 U1-877 HEIGHT: -24' REMARKS: Remodeling rear accessory building? DATE PLANS RECEIVED BY JURISDICTION: 01/07/97 DATE INITIAL PLAN REVIEW COMPLETED: January 15, 1997 DATE PLANS RECEIVED BY ESGIL CORPORATION: 01/09/97 PLAN REVIEWER: Tony Embuido 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: 1994 UBC. (effective 12/28/95), 1994 UPC (effective 12/28/95), 1994 UMC (effective 2/23/96) and 1993 NEC (effective 12/28/95). 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 inconformance with the cited codes and regulations. Per Sec. 106.4.3, 1994 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 (1994 UBC) r3f0rw.dot Carlsbad 97-20 January 15, 1997 . PLANS' 1. Please make all corrections on the original tracings, as requested in the correction list. Submit three sets of plans for commercial/industrial projects (two sets of plans for residential projects). For expeditious processing, corrected sets can be submitted in one of two ways: Deliver all corrected sets of plans and calculations/reports directly to the City of Carlsbad Building Department, 2075 Las Palmas Drive, Carlsbad, CA 92009, (619)438-1161. The City will route the plans to EsGil Corporation and the Carlsbad Planning, Engineering and Fire Departments. Bring one corrected set of plans and calculations/reports to EsGil Corporation, 9320 Chesapeake Drive, Suite 208, San Diego, CA 92123, (619) 560-1468. Deliver all remaining sets of plans and calculations/reports directly to the City of Carlsbad Building Department for routing to their Planning, Engineering and Fire Departments. NOTE: Plans that are submitted directly to EsGil Corporation only will not be reviewed by the City Planning, Engineering and Fire Departments until review by EsGil Corporation is complete. 2. Plans, specifications and calculations shall be signed and sealed by the California state licensed engineer or architect responsible for their preparation, for plans deviating from conventional wood frame construction. Specify expiration date of license. (California Business and Professions Code). 3. Specify on the Title Sheet of the plans the gross floor area of each element of this project, including dwelling, garage, carport, patio, deck and balcony. Section 106.3.3. 4. On the cover sheet of the plans, specify any items requiring special inspection, in a format similar to that shown below. Section 106.3.2. REQUIRED SPECIAL INSPECTIONS In addition to the regular inspections, the following checked items will also require Special Inspection in accordance with Sec. 1701 of the Uniform Building Code. . ITEM REQUIRED? . REMARKS SOILS COMPLIANCE PRIOR TO X FOUNDATION INSPECTION, EXPANSION/EPDXY ANCHORS . (See ICBO # 4945.) . Carlsbad 97-20 January. 15, 1997 5. When special inspection is required, the architect or engineer of record shall prepare an inspection program which shall be submitted to the building official for approval prior to issuance of the building permit. Please review Section 106.3.5. 6. On the cover sheet of the plans, specify any items that will have a deferred submittal (trusses, etc.). Additionally, provide the following note on the plans, per Sec. 106.3.4.2: "Submittal documents for deferred submittal items shall be submitted to the architect or engineer of record, who shall review them and forward them to the building official with a notation indicating that the deferred submittal documents have been reviewed and that they have been found to be in general conformance with the design of the building. The deferred submittal items shall NOT be installed until their design and submittal documents have been approved by the building official." . FIRE PROTECTION 7. Show locations of permanently wired smoke detectors with battery backup: Inside each bedroom. Centrally located in corridor or area giving access to sleeping rooms. On each story. NOTE: Detectors shall sound an alarm audible in all sleeping areas of the unit. Section 310.9.1. 8. When the valuation of a room addition or repair exceeds $1,000, or when sleeping rooms are created, smoke detectors shall be provided per the above, except that smoke detectors added at existing construction need only be battery powered. Section 310.9.1.2. See owner's cottage. . GENERAL RESIDENTIAL REQUIREMENTS 9. Dimension on the plans 30" clear width for water closet compartments and 24" clearance in front of water closet. Section 2904. 10. Glazing in the following locations should be of safety glazing material in accordance with Section 2406.4 (see exceptions): Fixed and sliding panels of sliding door assemblies and panels in swinging doors other than wardrobe doors. Fixed or operable panels adjacent to a door where the nearest exposed edge of the glazing is within a 24-inch arc of either vertical edge of the door in a closed position and where the bottom exposed edge of the glazing is less than 60 inches above the walking surface. 11. Walls and floors separating units in a duplex shall be of one-hour fire resistive construction. Provide details of the assemblies. Section 310.2.2. 14 ij 21. Carlsbad 97-20 January 15, 1997 EXITS, STAIRWAYS, AND RAILINGS 12. Provide stairway and landing details. Sections 1006.3, 1006.15 and 1006.2. Maximum rise is 7" and minimum run is II". When the stairs serves less than 10 occupants, or serves an unoccupied roof, rise may be 8" maximum and run 9" minimum Minimum width is 36" 13. Handrails: Handrails and extensions shall be 34" to 38" above nosing of treads and be continuous. All stairs shall have handrails terminating in a newel or safety post. Section 1006.9. The handgrip portion of all handrails shall be not less than 1-1/4 inches nor more than 2 inches in cross-sectional dimension. Handrails projecting from walls shall have at least 1-1/2 inches between the wall and the handrail. Sect. 1006.9. ROOFING/DECKING Specify deck(balcony) slope. Specify roof/deck material and application. Chapter 15. Specify l.C.B.O. or, U.L. approval number for roof/deck materials not covered in U.B.C., e.g., tile, etc. Section 106.3.3. Specify minimum 1/4 inch per foot deck slope for drainage or design to support accumulated water. Sections 1506.1 and 1605.6. Show attic ventilation Minimum vent area is 1/150 of attic area (or 1/300 of attic area if at least 50% of the required vent is at least 3 feet above eave vents or cornice vents). Show area required and area provided. Section 1505.3. Note.on the plans: "Attic ventilation openings shall be covered with corrosion- resistant metal mesh with mesh openings of 1/4-inch in dimension." Sect 1505.3. GARAGE AND CARPORTS Show garage framing sections, lateral cross bracing at plate line, method bracing garage front and holddowns if required Chapter 16 NOTE: Maximum shear -panel height-to-width ratio is 3-1/2 to I for plywood. Table 23-I-I Carlsbad 97-20 January 15, 1997 . CONCRETE AND MASONRY 22. Provide construction details(section thru CMU column) of all masonry or concrete walls. Chapters 21 and 19. See CMU column on detail 3/S-4. FOUNDATION REQUIREMENTS 23. Per soils report, note on the plan the soils classification and whether or not the soil is expansive. Section 1804.3. 24. The soils engineer recommended that he/she.review the foundation excavations. Note on the foundation plan that "Prior to the contractor requesting a Building Department foundation inspection, the soils engineer shall advise the building official in writing that: - The building pad was prepared in accordance with the soils report, The utility trenches have been properly backfilled and compacted, and The foundation excavations, the soils expansive characteristics and " . '". " ' .bearing capacity conform to the soils report." 25. Note on plans that surface water will drain away from building and show drainage pattern and key elevations. Section 1804.7. 26. Show foundation bolt size and spacing. Foundation bolt size and spacing for shear walls must be clearly shown on the foundation plan. Section 1806.6. 27. If required, show size, embedment and location of hold down anchors on foundation plan. Section 106.3.3. 28. If hold downs are required, note oh 'plan that hold down anchors must be tied in place prior to foundation inspection. Section 108.5.2. . FRAMING 29. In duplexes, draft stops shall be provided in floor-ceiling assemblies and attics in line with walls separating units and, separating units from common areas. Section 708.3.1.1.2. ' 30 Provide truss details and truss calculations for this project Specify truss identification numbers on the plans 31. Show clearance between top plate of interior partitions and bottom chord of trusses. (To ensure nonbearing condition between supports as designed). Carlsbad 97-20 January 15, 1997 32. Per UBC Section 2343.6, provide the following note on the plans if trusses are used: "Each truss shall be legibly branded, marked or otherwise have permanently affixed thereto the following information located within 2 feet of the center of the span on the face of the bottom chord: Identity of the company manufacturing the truss. The design load. The spacing of the trusses." 33. 'Provide calculations .for main vertical and horizontal framing members and footings. Section 106.3.3. a) See cantilevered floor joists at deck and exterior stairway on sheet S-2. 34. Provide calculations for lateral loads, shear panels, shear transfer and related. Section 106.3.3. (See correction #36 below.) 35. Show on the plans all structural requirements developed in the structural calculations. Section 106.3.3. (When submitted.) 36. In 2-story buildings, shear panels at the first story (at least 48 inches in width) shall be located at each end or as near thereto as possible and comprise at least 25 percent of the linear length of the wall, or provide design. Section 2326.11.3 and Table 23-1-W. 37. Show location of.attic access with a minimum size of 22x30", unless the maximum vertical headroom height in the attic is less than 30". Access must be provided to each separated attic area, shall be located in a hallway or other readily accessible location and 30" headroom clearance is required above the opening. Section 1505.1. 38. Specify nail size and spacing for all shear walls, floor and roof diaphragms. Indicate required blocking. 'Maintain maximum diaphragm dimension ratios. Sections 2314 and 2513. 39. Specify plywood and/or particle board thickness, grade and panel span rating. Table 23-I-S-I. 40. Clarify shear wall 10 between entry door and outside porch. See sheet S-2 Wall doesn't span that long based on the floor plan. Recheck. How about wall @ left side of living/dining room? Nothing but openings. 41. Ridges, hips, and valleys shall be at least one size larger than supported rafters. Section 2326.12.3. 42. Note on the plans: "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 1402. Carlsbad 97-20 January 15, 1997 . MECHANICAL (UNIFORM MECHANICAL CODE) Note on the plans that the FAU closet or alcove must be 12 inches wider than the furnace or furnaces being installed. UMC Section 315.1. Show LC.B.O; approval number for prefab fireplace. Show height of chimney above roof per I.C.B.O. approval or Table 31-13. Note on plan: Gas vents and noncombustible piping in walls, passing through three floors or less, shall be effectively draft stopped at each floor or ceiling. UBC, Section 711.3. Provide dryer vent to outside. The maximum length is 14 feet with two 90-degree elbows. UMC, Section 504.3.2. . ELECTRICAL (NATIONAL ELECTRICAL CODE) Show on the plan the amperage of the electrical service, the location of the service panel and the location of any sub-panels. If service is over 200 amps, submit single line diagram, panel schedule and load calculations. . PLUMBING (UNIFORM PLUMBING CODE). Show T and P valve on water heater and show route of discharge line to exterior. UPC, Section 608.5. Provide a note on the plans: In showers and tub-shower combinations, control valves must be pressure balanced or thermostatic mixing valves. UPC Section 410.7 New water closets and associated flushometer valves, if any, shall use no more than 1.6 gallons per flush and shall meet performance standards established by the American National Standards Institute Standard Al 12.19.2.. H & S Code, Section 17921.3(b). . NOISE INSULATION (DUPLEXES) Show details of duplex common (party) walls and floor/ceiling assemblies to achieve a Sound Transmission Class (SIC) rating in walls of 50 decibels and an Impact Insulation Class (IIC) rating on floor/ceiling of 50 decibels. Title 24. Show how penetrations of assemblies for piping, electrical devices, recessed cabinets, bathtubs, soffits, or heating ventilating, or exhaust ducts shall be sealed, lined, or insulated to maintain required sound transmission rating. Carlsbad 97-20 January 15, 1997 . ENERGY CONSERVATION Provide plans, calculations and worksheets to show compliance with current energy standards. Provide a note on the plans stating "All new glazing (fenestrations) will be installed with a certifying label attached, showing the U-value." . CARLSBAD S.F.D. & DUPLEX SUPPLEMENT New residential units must be pre-plumbed for future solar water heating. Note that two roof jacks must be installed where the water heater is in the one story garage and directly below the most south facing roof (City Ordinance No. 8093). Note that two 3/4" copper pipes must be installed to the most convenient future solar panel locationwhen the water heater is not in a one story garage and is not directly below the most south facing roof. (City Ordinance No. 8093). All piping for present or future solar water heating must be insulated when in areas that are not heated or cooled by mechanical means (city policy).- Show on the Title Sheet on the plans, the information required by the attached Developmental Services Sheet 112383. All structures require a Class B roof covering, except room additions. If a room addition covers all of the existing building (2nd story addition), then the above exception doesn't apply. City Ordinance 9792 requires two parking spaces/unit with clear area of 20'x20' i.e. no washing machines, etc. Show compliance. Total of 3-units per project table. See front sheet. . MISCELLANEOUS How will R-30 insulation fit between 2 x 8 roof rafters located at vaulted ceiling above living/dining room on 2nd floor? 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. Carlsbad 97-20 January 15, 1997 Have changes been made to the plans not resulting from this correction list? Please indicate: Yes L3 No U 64. 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 Tony Embuido at Esgil Corporation. Thank you. Carlsbad 97-20 January 15, 1997 VALUATION AND PLAN CHECK FEE JURISDICTION: Carlsbad PLAN CHECK NO.: 97-20 PREPARED BY: Tony Embuido DATE: January 15, 1997 BUILDING ADDRESS: 285 Juniper Avenue BUILDING OCCUPANCY: R-3/U-1 TYPE OF CONSTRUCTION: V-N BUILDING PORTION BUILDING AREA (ft. 2) VALUATION MULTIPLIER VALUE ($) Duplex/Laundry. Room 2023 78.00 Garage/Carport 877 23.00 Remodel 55 Pre-Fab Fireplaces Two 1900.00/each Air Conditioning Fire Sprinklers TOTAL VALUE 216,046.00 (Per City) 'Z 1991 UBC Building Permit Fee LII Bldg. Permit Fee by ordinance: $ 1049.00 1991 UBC Plan Check Fee fj Plan Check Fee by ordinance: $ Type of Review: Z Complete Review Structural Only . LI Hourly LI Repetitive Fee Applicable . : Other: Esgil Plan Review Fee: $ 545.48 Comments: Fire Services Review: LI Complete Review Ej Fire Alarm F Other: Esgil Fire Services Review Fee: Comments: LI Suppression System $ Sheet I of I macvaue.doc 5196 S ' _ 01W f Carlsbad S BUILDING PLANCHECK CHECKLIST 9 7 DATE: 1-20 7 PLANCHECK NO.: CB BUILDING ADDRESS: 2T I'n2er A-e... PROJECT DESCRIPTION: - 2 a/i, t) r?fi /_/ I,J, 1 3 ASSESSOR'S PARCEL NUMBER: 2,C4t2./o. 31 EST. VALUE: /6 C' ENGINEERING DEPARTMENT APPROVAL The item you have submitted for review 'has been approved. The approval is based on plans, information and/or specifications provided in your submittal; therefore any changes to these items after this date, including field 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. A Right-of-Way permit is required prior to construction of the following improvements: a DENIAL Please see ,tte attached report of deficiencies marked with)v1ake necessary corrections to plans or specifications for compliance with applicable codes and standards. Submit corrected plans and/or specifications to this office for review. By: By: Date: //2 0/q7 Date: 2 By: Date: FOR OFFICIAL USE ONL ENGINEERING AUTHORIZATION TO ISSUE BUILDING PERMIT: By: Date: ATTACHMENTS ENGINEERING DEPT. CONTACT PERSON Dedication Application Dedication Checklist Improvement Application Improvement Checklist Future Improvement Agreement Grading Permit Application Grading Submittal Checklist Right-of-Way Permit Application Right-of-Way Permit Submittal Checklist and Information Sheet Sewer Fee Information Sheet Name: David Rick City of Carlsbad Address: 2075 Las Palmas Dr., Carlsbad, CA 92009 Phone: (619)438-1161, ext. 4324 A-4 I U au1g,dcec (KI U H:\WQRD Las amas r1.Isbad, CA 92009-1576 • (619) 438-1161 • FAX (619) 4?94 BUILDING PLANCHECK CHECKLIST SITE PLAN 3R01 1 1. Provide a fully dimensioned site plan drawn to scale. Show: North Arrow.., ., • Property Lines /B. Existing & Proposed Structures •Easements C. Existing Street Improvements Right-of-Way Width &'Adjacent Streets /G. Driveway widths 2. Show on site plan: Drainage Patterns Existing & Proposed Slopes Existing Topography 3. Include note: "Surface water to be directed away from the building foundation at a ta 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] - 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 percent." [Per 1990 UBC 2907(d)5] 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 Page 1 of 4 H:\WORO\DOCS\CHKLST\Building Plancheck Mist BP0001 Form DR.doc ' Rev. 12126196 BUILDING PLANCHECK CHECKLIST )' 3RDJ DISCRETIONARY APPROVAL COMPLIANCE 27 Project does not comply with the following Engineering Conditions of approval for 4Q Project No. 15t'P ?-OB - Ciu-. 23 c+PcReo 1./02.2. re,:rFS c14 $par h' 13.& $ieQ( a.'U. j'ed.. hr hc It - W .- i' 6 All conditions are in compliance. Date: DEDICATION REQUIREMENTS Dedication for all street Rights-of-Way adjacent to the building site and any storm 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 Carlsbad Municipal Code Section 18.40.030. Dedication required as follows: Dedication required. Please have a registered Civil Engineer or Land Surveyor prepare the appropriate legal description together with an 8 %" x 11" plat map and submit with a title report. All easement documents must be approved and signed by owner(s) prior to issuance of Building Permit. Attached please find an application form and submittal checklist for the dedication process. Submit the completed application form with the required checklist items and fees to the Engineering Department in person. Applications will not be accept by mail or fax. Dedication completed by: Date: IMPROVEMENT REQUIREMENTS 8a. 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 Carlsbad Municipal Code Section 18.40.040. Public improvements required as follows: Attached please find an application form and submittal checklist for the public improvement requirements. A registered Civil Engineer must prepare the appropriate improvement plans and submit them together with the requirements on the attached checklist to the Engineering Department through a separate plan check process. The completed application form and the requirements on the checklist must be submitted in person. Applications by mail or fax are not accepted. Improvement plans must be approved, appropriate securities posted and fees paid prior to issuance of building permit. Improvement Plans signed by: Date: Page 2 of 4 G:U.IBRARYENG\WORODOCS\CHKLST3UHdng Planthecl, Cklst 8POOO1 Fern, DR.doc Rev. 12/28/98 " _•.•_, BUILDING PLANCHECK CHECKLIST 1 st/ 2ndl 3rd/ 8b. Construction of the public improvements may be deferred pursuant to Carlsbad Municipal Code Section 1840: 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: 1 8c. Enclosed please find your Future Improvement Agreement. Please return agreement signed and notarized to the Engineering Department. Future Improvement Agreement completed by: Date: 8d. No Public Improvements required. SPECIAL NOTE: Damaged or defective improvements found adjacent to building site must be repaired to the satisfaction of the City Inspector prior to occupancy. GRADING PERMIT REQUIREMENTS The conditions that invoke the' need for a grading permit are found in Section 11.06.030 of the Municipal Code. 9a. Inadequate information available on Site Plan to make a determination on grading requirements. Include accurate grading quantities (cut, fill import, export). Li 9b. 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: Li 9c. No Grading Permit required. Date: Page 3 of 4 G:LIBRARYENG\WORDDOCSCHKLST\9ujkJjng Plantheck Cklst BP000I Fonn DR.doc Rev. 12126/96 I 1 t) BUILDING PLANCHECK CHECKLIST MISCELLANEOUS -PERMITS /1:3?' 2 nd ' 3rdl 10. 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: streirntternants, tree trimming, driveway construction, tieing into public storm drain, sewer and water utilities. Right-of-Way permit required for: - ; 'ipr ti Note NO1 n&w-2L .l Cere r lôtci,y. (4Jt1'tj. —1:e47 %4f?Ci ô.'oc -t-t> Cdrme&C;AA Walkt- ploolum A SEWER PERMIT is required concurrent with the building permit issuance. The fee is noted in the fees section on the following page. 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: LU' 13. NPDES PERMIT Complies with the City's requirements of the National Pollutant Discharge Elimination System (NPDES) permit. The applicant shall provide best management practices to reduce surface pollutants to an acceptable level prior to discharge to sensitive areas. Plans for such improvements shall be approved by the City Engineer prior to issuance of grading or building permit, whichever ccurs first. Required fees are attached U No fees required Additional Comments: 2/107 — P2- Go W. 100r4 k,1 IcproJeft -r- p/ cJJ,p)4j&l ,- çir4 b4- bO4CIJ ccA A)ree%1eYtc -fDr- 5''J /r--Jeiie/r1-1 14 15 $CcfrA, O$9( Mt CC'k4'. /v'rc ' DJG n ç 4— AtL r\or wZ0 -J4t& Page 4 of 4 G:ILIBRARYENG1WORDIDOCS\CHKLST1BUIIding Plantheck Cklst BP0001 Fern, DR.doc 9r5 3P1-4 cCQ,-M 4ir Rev. 12128/88 ENGINEERING DEPARTMENT ENGINEERING REVIEW SECTION FEE CALCULATION WORKSHEET 0 Estimate based on unconfirmed information from applicant. 7 -7 ) .-221 0 Calculation based on building planch.ck plan submittal. Address: tJI\' If ?ApR - Bldg. Permit No. _2--cr- Prepared by: u— Date: W10-97 Checked by: Dats:____________________ EDU CALCULATIONS: List types and square footages for all uses. Types of Use: Sq. Ft./Units: EDU's: Total EDU's: im ADT CALCULATIONS: List types and square footages for all uses. Types of Use: Sq. Ft./Units: Aors: Total Aors____________ FEES REQUIRED: PUBLIC FACILITIES FEE REQUIRED YES 0 NO (S.. Building Department for amount) WITHIN CFD: DYES (no bridge & thoróughfa'r. fee. XNO reduced Traffic Impact Fee) 1 .PARK-IN-UEU FEE PARK AREA: FEE/UNIT: X NO. UNITS:_______ D,1'TRAFRC'IMPACT FEE (J E) Credi"j- ADV CUNITS-) i} x FEE/AOl: 504 BRIDGE AND THOROUGHFARE FEE / ADTs/UNITS: X FEE/ADT:________ ES . FACILITIES MANAGEMENT FEE ZONE: I =$ /W SOFT.: X FEE/SQ.FT.: = 12 ___________ SEWER FEE '¼ cLQ-ohJk4ck uf) PERMIT No. S '?7O - r q jô't &,- EDU's: %' I . X FEE/EDU:). 8'I0 =_12t" ( Fi t) BENEFIT AREA: DRAINAGE BASIN:______ =M- EDU's: X FEE/EDU:_______ ES PLDA : HIGH CFES._--1S2 X FEE/ACr-3 -- ($2,500 DEPOSIT) =s_______ 8. WATER FEE EDU's: X FEE/EDU: =S - TOTAL OF ABOVE FEES NOTE: .ThIs calculation sh..t to NOT a complete list of all 1..s which may b. dui. Dedications and Improvements may also be required with Building Permits. PLANNING DEPARTMENT BUILDING PLAN CHECK REVIEW CHECKLIST Plan Cheek No. CB Address Z JN t AN N Planner WODt ~G Phone (619) 438-1161, extension 4447 APN: ZO'4—Z'lo-31 V Typeof Project and Use: f lc- (11f Zone: Facilities.. Management Zone: 1 CFD (in? _~#Cit 0 (If property in. complete SPECIAL TAX CALCULATION WORKSHEET provided by Buil d i n g Department.) Legend V Item Complete V Item Incomplete - Needs your action kf B7J f Environmental Review Required: YES /No TYPE DATE OF COMPLETION: V Compliance with conditions of approval' If not, state conditions which require action. Conditions of Approval Discretionary Action Required: i..- YES (VNO TYPE St F c10 APPROVAL/RESONO.'02Z4D?3DATE 1l41(p cp21 PROJECTNO. P V OTHER RELATED CASES: J . Compliance with conditions or approv4?' If not,\tate conditions which req ire action. Conditions of Approval pH'i-i tnc - 1 / We. UaA 2;jk1 7kn te / 7 V• ç c- k OL Coastal Zone Assessment/Compliance ::~rbr%~. . rlat Project site located VIfl Coastal Zone? YES ____ NO____ If NO, proceed with checklist; if YES, proceed below. Determine status (Exempt 2IYP 9CØ4' If Exempt, proceed with checklist;i oastal Permit required, hold building permt until Coas t a l Permit issued. . V - Coastal Permit Determination Form already completed? YE SL NO____ If NO, complete Coastal Permit Determination Form now. Coastal Permit Determination Log #: Follow-Up Actions: • V Stamp Building Plans as "Exempt" or "Coastal Permit Required" (at minimum Floor Plans). Complete Coastal Permit Determination Log as needed. Zoning: Setbacks: Front: Int. Side: Street Side: Rear: Lot Coverage: Height: Required Shown Required Shown Required Shown Required Shown Required Shown Required . Shown !1 Incjusuonary Housing Fee required: YES NO (Ef'fetive date of Inclusionary Housing—ordinance—May-21 1993.) Site Plan:' 1z, 11 F7 1. Provide a fully dimensional site plan drawn to scale. Show: North arrow, property lines, easements, existing and proposed structures, streets, existing street improvements, right-of-way ,width, dimensional setbacks and existing topographical, lines. 1. 2. Provide4ial description of property and assessor's parcel number. 4. Parking: Spaces Required Shown Guest Spaces Required Shown Additiohal Comments - 'IT OK TO ISSUE -AND ENTERED APPROVAL INTO COMPUTER .PATE Mui ? Thfl • of Carlsbad PLANNING COMMISSION NOTICE OF DECISION December 4, 1996 Ted Buchanan 2632 Luciernaga Street Carlsbad CA 92009 SUBJECT: SDP 96-08/CDP 96-04 - JAEGER TRI-PLEX At the Planning Commission meeting of December 4, 1996, your application was considered. The Commission voted 6-0 (Commissioner Monroy absent) to APPROVE your request. Some decisions are final at Planning Commission, and others automatically go forward to City Council. If you have any questions regarding the final dispositions of your application, please call the Planning Department at (619) 438-1161. Sincerely, rJ. HOLZIILLER 'Planning Director MJH:TW:kr Enclosed: Planning Commission Resolution No. 4021, 4022 and 4023 c: Chester/Eileen Jaeger 636 Alamosa Drive Clairemont CA 91711 2075 Las Palmas Dr. • Carlsbad, CA 92909-1576. (619) 438-1161 FAX (619) 438-0894 ENGINEERING & SURVEYING 1525 Escondido Blvd., Suite A, Escondido, CA 92025 (619) 741-0533 FAX (619) 741-5794 November 18, 1996 Job No. 4276 Ted Buchanan 2632 Luciernaga Street La Costa, CA 92009 Site: 285 Juniper Avenue, Carlsbad Subject: Limited Soils TO WHOM IT MAY CONCERN: At the request of the project architect, this firm has conducted a limited soils investigation at the above referenced site. This investigation consisted of a field site review, two random borings to a depth of 14' near the proposed development area, and an analysis of the representative soils encountered. Currently, the site is utilized as a single fmily residence. This structure is scheduled to be demolished and a two-story, two unit apartment building is to be constructed in approximately the same location. Two 6" diameter borings were drilled adjacent to the proposed apartment building. Both borings revealed nearly identical soil profiles. A medium to dark brown sand was present to a depth of 8' where it transitioned to a lighter tan brown sand. The soils were generally dry to slightly damp with no groundwater encountered to the depth of the boring. Based on a visual analysis, experience with similar soils in the region and similar projects, it was determined that the coastal sands are non-expansive and that no special design for expansive soils is required for this project. Foundations for the proposed apartment building shall be designed by the project architect. An allowable bearing pressure of 1800 p.s.f may be utilized for this design. This value may be increased by 1/3 for the design of load that includes wind and seismic analysis. These recommendations are based upon soil characteristics only, and do not reflect any possible design considerations imposed by the building design which might increase these recommendations. It is anticipated that the upper 30" of soil within the demolition area will be disturbed during the process, with the probability of deeper disturbances occurring in isolated areas such as tree removals and encountering old utilities, septic tanks, etc. It is recommended that this office be contacted to provide soil inspection and compaction testing during the final stages of demolition and the following regrading of the site. Actual soil removal depths will be determined by the field engineer at the time of grading. I Pge:2. Noveniber18. 1996 1 - It is the responsibility, of the Developer or their representative to ensure that the information and recommendations contained herein are brought to the attention of the Engineer and .Architect for the project and incorporated into the project plans and specifications. it is further 'their responsibility to take the necessary -measures to ensure * that the contractor and his sub-contractors carry out such recommendations during construction. 438894 FEB-21-97 FRI 11:26 CITY OF CARLSBAD COMM DE FAX NO, 4380894 P.02 CFRTIF?CATE OF COMPLIANCE CITY OF CARLSBAD Plan Check No. ____ COMMUNITY DEVELOPMENT 2075 LAS PALMAS DR., CARLSBAD, CA 92009 (619)438-1161 This form shall be used to determine the amount of school fees for a project and to verify that the project applicant has complied with the school fee requirements. No building permits for the projects shall be issued until the certification is signed by the appropriate school district and returned to the City of Carlsbad Building Department. SCHOOL DISTRICT: ___ Carlsbad Unified 801 Pine Avenue Carlsbad CA 92009 (434-0661) Encinitas Union 101 South Rancho Santa Fe Rd. Encinitas CA 92024 (944-4300) San Marcos Unified 1290 West San Marcos Blvd. San Marcos CA 92024 (744-4776) San Dieguito Union High School 710 Encinitas Boulevard Encinitas CA 92024 (753-6491) Project App!icant:(/.S1& 54&& APN: 2Oy-7 .3 fOc Project Address: RESIDENTIAL; SQ. FT of living area'/Qa /)..$) V1 RESIDENTIAL; hew .c / h C4ecZJ- Q?re'a t2i4 7 1,S6 COMMERCliWTUSTRlAL: SQ. F1 AREA._________ Prepared JJL,'v "/:1rvs £X/57'1t4r7g41 Iling units J of garage area Date ~L, IAI Z!F 7- FEE CERTIFICATION (To be completed by the School District) Applicant has complied with fee requirement under Government Code 53080 Project is subject to an existing fee agreement Project is exempt from Government Code 53080 Final Map approval and construction started before September 1, 1986. (other school fees paid) Other Residential Fee Levied; - Cbmm/Indust Fee Levied: $ :4 r3e.L District Official based on. HBIait sq. ft. qp Assistant Supt Business Services Title 2 Date