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HomeMy WebLinkAbout2446 SACADA CIR; ; CB950266; PermitPermit No: CB950266 Project No: A9500375 Development No: BUILDING PERMIT 12/12/95 '08:56 Page 1 of I Job Address: 2446 SACADA CR Suite: Permit Type: SINGLE FAMILY DWLNG - ATTACHED Parcel No: 216-190-62-00 Lot#: Valuation: 442,716 Occupancy Group: Ref erence#: Description: 5322 SF DUPLEX 2448 Is OTHER ADDRESS Appl/Ownr : BODJANAC, DANIEL 619 7548 VIEJO CASTILLA LA COSTA LA COSTA, CA. 92009 *** Fees Required ---------------------------- Total Fees: 24 Tota Adjustments: 4'40t Fees: 24,834?00 (~-'6TVt Fee description / Number of Bedrooms/ Number of Bathrooms Building Permit Strong Motion Fee' Plan Check Enter "Y" to Autocic (PFF) C.F.'ç \ (Ti 7.00 15.00 7.00 7.00 7.00 7.00 .25 9.00 6.50 6.50 .00 1,135.00 23,699-00 t Ext fee Data ---------------- 8.00 6.00 1840.00 1196.00 44.00 8057.00 Y 7438.00 632.00 712.00 848.00 620.00 21387.00 20.00 1 168.00 30.00 14.00 14.00 14.00 28.00 288.00 10.00 Y 100.00 110.00 15.00 Y 18.00 13.00 78.00 124.00 N 2925.00 5114 12/12.195 0001 01 Construction ?Ø Status: Applied: Apr/Issue: Entered By: 436-3062 02 VN23699'OO ISSUED 02/21/95 12/12/95 MDP Collected & Credits /Gedis: )f1 I.-'ent \ 1. Pavms u)e (e/Un (Q- 51 )JCORPORATED ' or manually enter B±idqé Fèe" 1952 848450-..\' Enter LFM Fee (Zones=\,iPrP >-J----o.6\\V * BUILDING TOTAL /7 Enter "Y" for Plumbing Issu FeeJ>D Q Each Plumbing Fixture or Trap > 2 Each Building Sewer Each Install/Repair Water Line > Each Water Heater and/or Vent V > Gas Piping System > Each Vacuum Breaker > * PLUMBING TOTAL Enter "Y" for Electric Issue Fee > Single Phase Per AMP > * ELECTRICAL TOTAL Enter 'Y' for Mechanical Issue Fee> Install Furn/Ducts/Heat Pumps > Each Install Fireplace > Each Exhaust Fan > * MECHANICAL TOTAL Construct Housing(Y/N)? > Enter Impact Fee > 2 2 2 2 4 400 2 2 12 2925 CITY OF CARLSBAD I 2075 Las Palmas Dr., Carlsbad, CA 92009 ( CLEARANCE APPROVAL DATE £ P LICATION City of Carlsbad Building Department 2075 Las Palmas Dr., Carlsbad, CA 92009 (619) 438-1161 I. PERMIT TYPE From List I (see back) give code of Permit-Type: --------------------------------------------------------- For Residential Projects Only: From List 2 (see back) give Code of Structure-Type: Net Loss/Gain of Dwelling Units PLAN CHECK NO. 1ç C C G Esr.vAL \L - PLAN CKDEPOSIT I I VALID. BY I DATE 0772 02/21/95 0001 01 02 C-PRMT 1135.00 PROJECT INFORMATION FOR OFFICE USE ONLY i Address / Building or Suite No. -2446 2448 Sacada Circle Nearest Cross creeL LEGAL DESCRIPTION Lot No. Subdivision Name/Number Unit No. Phase No. Lot 168 od La Costa South Unit No. 1 Map No 117 CHECK BELOW IF SUBML fLED: 02 Energy Calcs 02 Structural Calcs 02 Soils Report DI Addressed Envelope ASSESSOR'S PARCEL EXISTING USE PROPOSED USE ( DESCRIPTION OF WORK 2 SQ. n. 2661@5322 # OF STORIES 2 # OF BEDROOMS 4( # OF BATHROOMS 3( CON INN I'hHJN (it clilferent from applicant) NAME (last.name first) ADDRESS CITY STATE ZIP CODE DAY TELEPHONE APPLICANT U WNTRACIU1( U AGENT FOR WNIHACLUR OWNER LI AGENt FOR OWNER NAME (last name first) ADDRESS CITY STATE ZIP CODE DAY TELEPHONE 5.. PROPERTY OWNER NAME (lastname first) Daniel Bodjanac ADDRESS 7548 Viejo Castilla La Costa CITY La Costa STATE CA ZIP CODE 92009 DAY TELEPHONE 436-3062 NZ- I ö. CONTRACTOR NAME (last name first) ADDRESS CITY NA STATE ZIP CODE DAY TELEPHONE STATE LIC. # LICENSE CLASS CITY BUSINESS LIC. # DESIGNER NAME (last name first) ADDRESS CITY STATE ZIP CODE DAY TELEPHONE STATE UC. # WORKERS WMPENSA1TON Workers' Compensation Declaration: I hereby affirm that I have a certificate 01 consent to sell-insure issued by the Director of Industrial Relations, or a certificate of Workers' Compensation Insurance by an admitted insurer, or an exact copy or duplicate thereof certified by the Director of the insurer thereof filed with the Building Inspection Department (Section 3800, Lab. Q. INSURANCE COMPANY POLICY NO. EXPIRATION DATE Certificate of Exemption: I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the Workers' Compensation Laws of California. SIGNATURE DATE OWNER-BUILDER DECLARATION Owner-Builder Declaration: 1 hereby affirm that I am exempt from the Contractors License Law for the following reason: 0 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.). I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and contracts for such projects with contractor(s) licensed pursuant to the Contractor's License Law). 0 I am exempt under Section ________________ Business and Professions Code for this reason: (Sec. 7031.5 Business and Professions Code: Any City or County which requires a permit to construct, alter, improve, demolish, or repair any 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 '&4L DATE tY7j- / 75 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 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 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 MST OR IS MEETING THE REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION (X)N11OL DISI1lICr. I hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued (Sec 3097(1) Civil Code). LENDER'S NAME LENDER'S ADDRESS 10. APPLICANT CERiiHCPtflON 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 CAIUSBAD AGAINST ALL LIABILITIES, JUDGMENTS OCS'LS 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 5,0" 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). . APPLICA?935 NATU - DATE: 0 FINAL BUILDING INSPECTIQ2 DEPT: BUILDING ENGINEERING FIRE PLANNING'7tJ,'?)ATER PLAN CHECK#: CB950266 DATE: 06/02/97 PERMIT#: CB950266 PERMIT TYPE: SFA PROJECT NNE: 5322 SF DUPLEX 2448 IS OTHER ADDRESS ADDRESS: 2446 SACADA CR CONTACT PERSON/PHONE#: R/436-3062 SEWER DIST: LC WATER DIST: 0 INSPECTED DATE BY: INSPECTED: APPROVED - DISAPPROVED - INSPECTED DATE BY: INSPECTED: APPROVED - DISAPPROVED - INSPECTED DATE BY: INSPECTED: APPROVED - DISAPPROVED COMMENTS: I' ,SiN)AL BUILDING INSPECTION DEPT: BUILDIN NEERIN// FIRE PLANNING CMWD WATER PLAN CHECK#: CB950266 I DATE: 08/11/97 PERMIT#: CB950266 r,PERMIT -TYPE: SFA PROJECT NAME: 5322 SF DUPLEX 2448 IS OTHER ADDRESS AUG j ADDRESS: 2446 SACADA CR Lot# '1(16 I CONTACT PERSON/PHONE#: R/436-3062 SEWER DIST: LC WATER DIST: 0 INSPECTEV , DATE BY: INSPECTED: APPROVED &----DISAPPROVED INSPE D DATE BY: INSPECTED: APPROVED - DISAPPROVED - INSPECTED DATE BY: INSPECTED: APPROVED DISAPPROVED COMMENTS: FINAL BUILDING TNPP1rPTflN DEPT: BUILDING ENGINEERING FIRE PLANNING PLAN CHECK#: CB950266 PERNIT#: CB950266 PROJECT NAME: 5322 SF DUPLEX 2448 IS OTHER ADDRESS ADDRESS: 2446 SACADA CR CONTACT PERSON/PHONE#: R/436-3062 SEWER DIST: LC WATER DIST: 0 -DAE(8/11/97 PERMIT TYPE: SFA Lot# AUG i_ / _4r J7. ---- -------- ------ INSPECTE DATE / J BY: INSPECTED: (/13/'7?APPROVED 4---DISAPPROVED - INSPE9(D DATE BY: INSPECTED: APPROVED - DISAPPROVED - INSPECTED DATE BY: INSPECTED: APPROVED DISAPPROVED ------------ COMMENTS: FINAL BUILDING INSPECTION DEPT: BUILDING ENGINEERING FIRE cMWD WATER Von. PLAN CHECK#: CB950266 DATE: 08/11/97 PERNIT#: CB950266 PERMIT TYPE: SFA PROJECT NAME: 5322 SF DUPLEX 2448 IS OTHER ADDRESS ADDRESS: 2446 SACADA CR Lot# CONTACT PERSON/PHONE#: R/436-3062 SEWER DIST: LC WATER DIST: 0 INSPECTED DATE BY: INSPECTED: 8-114 7 APPROVED DISAPPROVED INSPECTED DATE BY: INSPECTED: APPROVED - DISAPPROVED - INSPECTED DATE BY: INSPECTED: APPROVED - DISAPPROVED - COMMENTS: CilyofCarlsbad' 2075 Las Palmas Drive, Carlsbad California 92009 INSPECTION RECORD INSPECTION RECORD CARD WITH APPROVED PLANS MUST BE KEPT ON THE JOB f) CALL PRIOR TO 200 P.M. FOR NEXT WORKDAY INSPECTION BUILDING INSPECTION. (619) 438-3101 OB ADDRESS o'( L1 J1e4-a-4 ,,k f4L LOTNOJSUITE (fr iERS I' ÂME J4/4 if i a USI,u(.' UPANCY TYPE cONST.DLrX '' DATE PERMITNO. . cO.1tRACT0R, SI BUILDING 15itI. n)14/'ñ/2/14/i4 UTHIR ____________________________ .''• - . .• . APPROVED to cOVR ' Type of Inspection '. Date Inspector . Notes BUILDING FOUNDATION A REINFORCED STEEL td7/c 4't ,i-tt loee4 7' /??/L' MASONRY 4 ,,, -'i T/7 ' Sd. .t ,a 4e: ' TILT PANELS POUR STRIPS COLUMN FOOTINGS . __________ - -StJBFRAME 0 FLOOR 0 CEILING R OF SHEA1HING Quo F [.SHEAR PANELS ..• 747I , '-•- I SAME .INSULATION EXTERIOR LATH INTERIOR LATH & DRYWALL FINAL -. PLUMBING S 5 ' •. SEWER AND BL/CO 0 P1/CO INDERGROUND 0 WASTE 0 WATER --' -' -. .•. 5 0 WASTE 0 WATER " ;10P SHOWER PAN . DGAS TEST 0 GAS PIPING LAA Z f 4 ' .... , •. . S O WATER HEATER 0 SOLAR WATER. S S FINAL ELECTRICAL, o_ ELECTRIC _UNDERGROLND'0_UFER ROUGH ELECTRIC WALLS ROUGH ELECTRIC CEILING =WA In ge ELECTRIC SERVICE 0 TEMP kRVrt 0 BONDING OPOOL, hNAL MECHANICAL UF't.LRGROUND DUCTS & PIPING S ' ' '4•'. : - ,/l. DUCT & PLEM. 0 REF. PIPING I- AT - AIR COND. SYSTEMS S ' S - '\ A;. VEN'flLATING SYSTEMS /'-' FIN. LIL. I'L'tc rUNAL 11N.3rcI1jI'4 VVflCI ALL ROPRIATF ITEMS ABOVE HAVE BEEN APPROVED - I. fINAL Sign When Appropriate, S , S S -' , •'. b ildJa''epL(Inspections 438-3101 '- Depai ' 931-2121 ining Department ' S . 5 438.1161 jIieeri!,pt. (Inspections) ' 438.3891 ' . ' S 1 p\r_J:J:'.... .fit &" building Inspectors (7am-4pm) 438.3550 CMIVD 438-2722 Ext 151 Water Inspections . 438-3891 - . 1 '.' . '• , SEE BACK FOR 5rF' PANEL ONLY DMZ\WALL DMZ WALL WATER TEST ONLY B-VENT CLRN DIAPH NAIL- @ REAR TS PB SOIL LETTER INCL ND LETTER REV.FROM SOIL ENGR CITY OF CARLSBAD INSPECTION REQUEST PERMIT# CB950266 FOR 06/02/97 INSPECTOR AREA TP DESCRIPTION: 5322 SF DUPLEX PLANCK# CB950266 2448 IS OTHER ADDRESS 0CC GRP TYPE: SFA CONSTR. TYPE VN JOB ADDRESS: 2446 SACADA CR STE: LOT: APPLICANT: BODJANAC, DANIEL PHONE: 619 436-3062,, CONTRACTOR: PHONE: /1 OWNER: PHONE: REMARKS: R/436-3062 INSPECTOR SPECIAL INSTRUCT: TOTAL TIME: --RELATED PERMITS-- PERNIT# TYPE STATUS CB920169 SFA EXPIRED RW970118 ROW ISSUED CD LVL DESCRIPTION ACT COMMENTS 19 ST Final Structural 29 PL Final Plumbing 39 EL Final Electrical 49 ME Final Mechanical ***** INSPECTION HISTORY ***** COMMENTS UNDERSTAIRS DATE DESCRIPTION . ACT INSP 120696 Interior Lath/Drywall AP TP 062696 Insulation AP TP 062596 Frame/Steel/Bolting/Welding AP TP 062496 Rough Combo AP TP 062096 Exterior Lath/Drywall PA TP 062096 Rough Combo CO TP 061796 Frame/Steel/Bolting/Welding CO PD 052396 Frame/Steel/Bolting/Welding CO TP 050296 Shear Panels/HD's AP TP 042696 Gas/Test/Repairs AP TP 042696 Rough Electric AP TP 042696 Frame/Steel/Bolting/Welding. AP TP 042696 Rough/Topout PA TP 042696 Rough/Ducts/Dampers CO TP 041596 Roof/Reroof AP TP 021496 Const. Service/Agricultural AP TP 012496 Grout AP TP 011796 Ftg/Foundation/Piers AP TP 011596 Ftg/Foundation/Piers CO TP 010496 Underground/Under Floor AP TP DAILY FIELD REPORT No: / Job Name: Am,,5914,14c Project No.: 19'12 /9 Date: Location: 144 $4c4o14 CiZ.1 C4r/.5B,qp Weather 9t'E/tc4ST Day: 7t' Contractor: Foreman: Field Technician: ) Miles: Hours EquIpment Working: Inspection / Testing of Test No. Test Location Elevation or Depth Soil Type Optimum Moisture Field Moisture Maximum Density Field Density ReIj Comp . V15no 8 506 iiic . 4 A1#7 XWMN6.1 AA95 Pdó rNK PDO'&Z Pe T 'Q/D iR' 1, Fi-1 /4e, ThE 4T/1 a' 71446 d/ d f , c s. N/i 8 cv,2 -/7//U i1d' 6 P6 P&U 12 Ta 'AWv6 A/. 5/0f / /0' srni'C f / 4 pvyi !e:o o'4 -o R4ce ''5 84't 02# '.C.. (1PtD ED 1&"/ I/V Fir rn ix/ t1 Fz. 4 /OI,.) i To S4 8 'o'- 2o' oJ Sio ' / 3' 4UW4 . S/Or. ___ fl co PI4c 3 1Q 54-it G' gg,gp g' ,ui a7?,V £ rewoi /,'fo S4409 pa. to' 4k41L'4 $ S OSD A/4 8' i4/ .,'ii,-jw .- 1241v ow ao ,,rirns etzôc- IV ,€öo , tis .70 • • I , _____ _____ C __ r i - LI .1 i' ' ' / - .96 . i -'i r L r—r L1 .- 1._LL ' -YI—I - Summary of /2 PE?e?1VOOTlN$/, LI_ Operations: • --J (1i,i..oi#u4) I 1//47c4 RA 00 I S4L & £,4thOOgD ,* I Ni iLIT Mlii. /0 ,',u/V ,0077,'J4. • L ' i• Supervisor; Engineer: I Geologist: - Todays Yardage: Yardage to Dote: ______ Ij&ItLngi,,ecr.1:11, i,,c. • L-± OOA (4.77) ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA 92123 (619) 560-1468 DATE: MAR. 211, 1995 U APPLIC JURISDICTION JURISDICTION: CARLSBAD ER U FILE - PLAN CHECK NO.: 95-266 SET: II PROJECT ADDRESS: 2446 & 2448 SACADA CIRCLE PROJECT NAME: DUPLEX The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. ' The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. The applicant's copy of the 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: Esgil Corporation staff did not advise the applicant that the plan check has been completed. Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Date contacted: (by REMARKS: By: Ali Sadre Esgil Corporation Telephone #: Enclosures: 3/17 0 GA fl CM PC trnsmtl.dot JURISDICTION: CARLSBAD DATE: MAR. 10, 1995 L3 APPLICANT PtA REVIEWER U FILE PLAN CHECK NO.: 95-266 SET:I ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA 92123 - (619) 560-1468 PROJECT ADDRESS: 2446 & 2448 SACADA CIRCLE PROJECT NAME: DUPLEX The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. The applicant's copy of the 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: DAN BODJANAC 7548 VIEJO CASTILLA, LA COSTA, 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: Date contacted: (by: Telephone #: El REMARKS: By: ALl SADRE Enclosures: Esgil Corporation E] GA DCM E] PC 2/28 trnsmtl.dot CARLSBAD 95-266 MAR. 109 1995 GENERAL PLAN CORRECTION LIST JURISDICTION: CARLSBAD PLAN CHECK NO.: 95-266 PROJECT ADDRESS: 2446 & 2448 SACADA CIRCLE DATE PLAN RECEIVED BY DATE REVIEW COMPLETED: ESGIL CORPORATION: 2/28 MAR. 10, 1995 REVIEWED BY: ALl SADRE 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 disabled access. This plan review is based on regulations enforced by the Building Department. You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department or other departments. The following items need clarification, modification or change. All items must be satisfied before the plans will be in conformance with the cited codes and regulations. Per Sec. 303 (c), 1991 Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law. Please make all corrections on the original tracings and submit two new sets of prints to: ESGIL CORPORATION. To facilitate rechecking, please identify, next to each item, the sheet of the plans upon which each correction on this sheet has been made and return this sheet with the revised plans. 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 on the plans. Have changes been made not resulting from this list? E3 Yes El No Provide a site plan showing all distance to property lines. Note on cover page the floor area of the living area, garage, deck and patio. State this project complies with 1991 UBC, UMC, UPC, 1990 NEC, and T-24. CARLSBAD 95-266 MAR. 109 1995 Specify the ICBO # for the roof tiles. Show the location of the FAU on plans in the attic. Show 1 hr common wall details between the units with an approval #. On J18 clarify if there is two sets of studs adjacent to each other or not. Show approval # for 50 STC sound rating between the units. Provide details showing how sound and 1 hr wall rating are maintained at common wall penetrations (i.e. in the lavy, kitchen, etc.). Show P & T valve and the route of discharge to the exterior for the water heater. 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 ALl SADRE at Esgil Corporation. Thank you. CARLSBAD 95-266 MAR. 10, 1995 VALUATION AND PLAN CHECK FEE JURISDICTION: CARLSBAD PLAN CHECK NO.: 95-266 PREPARED BY: AL! SADRE DATE: MAR. 10, 1995 BUILDING ADDRESS: 2446 & 2448 SACADA CIRCLE BUILDING OCCUPANCY: R3/Mi7 TYPE OF CONSTRUCTION: VN BUILDING PORTION BUILDING AREA (sq. ft.) VALUATION MULTIPLIER VALUE ($) LIVING 5326 .. 78 415428 GARAGE 1008 22 22176 DECK 250 11 2750 PATIO 350 6.75 2362 Air Conditioning Fire Sprinklers TOTAL VALUE 442716 . Building Permit Fee: Plan Check Fee: Comments: $ 1840 $ 1196 Sheet I of 1 valuefee.dot City of Carlsbad BUILDING PLANCHECK CHECKLIST PLNCHECK No. CB 95 2a DATE: BUILDING ADDRESS: 90A 2,0"y7 PROJECT DESCRIPTION: De-'P/e'x ASSESSOR's PARCEL NUMBER: 2-1t Ifo EST. V 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. 0 A Right-of-Way permit is required prior to construction of the following improvements: DENIAL Please see the attached report of deficiencies marked with U Make necessary corrections to plans or specifications for compliance with applicable codes Ad standards. Submit corrected plans and/or Soecification to this office for review. By: By: By: Date:________ ATTACHMENTS O Dedication Application O Dedication Checklist 0 Improvement Application C] Improvement Checklist 0 Future Improvement Agreement O Grading Permit Application O Grading Submittal Checklist O Right of Way Permit Application 0 Right of Way Permit Submittal Checklist and Information Sheet O Sewer Fee Information Sheet P:DOCS\CHKLSflBP0OOI .FRM ENGINEERING DEPT. CONTACT PERSON NAME: City of Carlsbad ADDRESS: 2075 Las Palmas Dr., Carlsbad, CA 92009 PHONE: (619) 438-1161. Ext. A-4 REV 05/11/94 2075 Las Palmas Dr. • Carlsbad, CA 92009-1576 • (619) 438-1161 • FAX (619) 438-0894 AM BUILDING PLANCHECK CHECKLIST a / SITE PLAN ls /2ndv' 3rd/ 0 0 i. Provide a fully dimensioned site plan drawn to scale. Show: North Arrow D. Property Lines Easements Existing & Proposed Structures E. Easements Existing Street Improvements F. Right-of-Way Width & Adjacent Streets I!( 0 0 2. Show on site plan: Drainage Patterns . C. Existing Topography. Existing & Proposed Slopes 0 0 3. Include note: "Surface water to be directed away from the building foundation at a 2% gradient for no less than 5' or 2/3 the distance to the property line (whichever is less)." [Per 1985 UBC 2907(d)5]. / 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.). 0 0 4. Include on title sheet Site address . Assessor's Parcel Number Legal Description For commercial/industrial buidings 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 S . P:\DOCS\CHKLS1\0P000I.FRM Page 1 of 4 REV 05/11/94 I BUILDING PLANCHECK CHECKLIST / DISCRETIONARY APPROVAL )W ,/3rd,/ [!i 0 5. Project does not comply with Project No.fr'tPS J/ b Conditions were complied with Date: 4 DEDICATION REQUIREMENTS 4 0 0 6. Dedication for all Street Rights-of-Way adjacent to the building site and any storm 4 drain or utility easements on the building site is required for all new buildings and for remodels with a value at or exceeding $_____________ -pursuant to Code Section 18.40.030. Dedication required as follows: Attached please find an application form and submittal checklist for the dedication process. Provide the completed application form and the requirements on the checklist at the time of resubmittal. Dedication completed by Date:___________ IMPROVEMENT REQUIREMENTS o 0 0 7a. All needed public improvements upon and adjacent to the building site must be constructed at time of building construction whenever the value of the construction exceeds $ - -pursuant-to Code Section 18.40.040. Public improvements required as follows: Please have a registered Civil Engineer prepare appropriate improvement plans and submit them together with the requirements on the attached checklist for a separate plancheck process through the Engineering Department. Improvement plans must be approved, appropriate securities posted and fees paid prior to issuance of permit. Attached please find an application form and submittal checklist for the public improvements requirements. Provide the completed application form and the requirements on the checklist at the time of resubmittal. Improvement Plans signed by: Date: P:D005CHKLST\8POOO1.FRM Page 2 of 4 REV 05/11/94 BUILDING PLANCHECK CHECKLIST 1 sW 2nd' 3rd./ 0 0 0 7b. ConStruction of the public improvements may be deferred pursuant to code Section 18;40. Please submit a recent property title report or current grant deed on the property and processing fee of $ so we may prepare the necessary Future Improvement Agreement. This agreement must be signed, notarized and approved by the City prior to issuance of a Building Permit. Future public improvements required as follows:_____________________________ Improvement Plans signed by: Date:___________ o 0 0 7c. Enclosed pleasefind your Future Improvement Agreement. Please return signed and notarized Agreement to the Engineering Department. / Future Improvement Agreement completed by - Date:_________________ E1 0 0 7d. No Public Jmprovements required. SPECIAL NOTE: Damaged or defective I DOD ood "DO GRADING PERMIT REQUIREMENTS The conditions that invoke the need for a grading permit are found in Section 11.06.030 of the Municipal Code. Inadequate information available on Site Plan to make a determination on grading requirements. Include accurate grading quantities (cut, fill import, export). 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 aggroval obtained prior to issuance of a Building Permit. Grading Inspector sign off by: Date: Sc. No Grading Permit required. P:\DOCS\CHKLS1R6P0001.FRM Page 3 of 4 REV 05111194 H! BUILDING PLANCHECK CHECKLIST MISCELLANEOUS PERMITS 2nd,/ 3rd' ) 0 0 9. A RIGHT-OF-WAY PERMIT is required to do work in City Right-of-Way and/or private work adjacent.to the public Right-of-Way. Types of work include, but are not limited to: Street improvements, trees, driveways, tieing into public storm drain, sewer and water utilities. Right-of-Way permit required for A separate Right-of-Way permit issued by the Engineering Department is required for the following: X O 0 10.' A SEWER PERMIT is required concurrent with the building permit issuance. The fee is noted in the fees section on the following page. O 0 ii. INDUSTRIAL WASTE PERMIT is required. Applicant must complete Industrial 7,q Waste Permit Application Form and submit for City approval prior to issuance of a Permit. fr44j jtj . /" I Industrial waste permit accepted by: Date: P:DOcSCHKLSTtBPOOO1.FRM Page 4 of 4 REV 05/11/94 ENGINEERING DEPARTMENT. ENGINEERING REVIEW SECTION, FEE CALCULATION WORKSHEET El Estimate based on unconfirmed information from applicant. Calculation based on building plancheck plan submittal. Address: .O? 04 V 21/ 'fj ,,$ 14 ,4 Bldg. Permit No.G6' 9f Prepared by: Ac- Date: 73/$" Checked by: Date:____________________ EDU CALCULATIONS: List types and square footages for all uses. Types of Use: - Sq-FtIUnits: EDUs: Total EDU's:e ADTCALCULATIONS: List types and square footages for all uses. - Types of Use:_, / Lip f('.Jc. Sq. -Fti Units: ADT's:___________________ Total ADT's_______________ FEES REQUIRED: PUBLIC FACILITIES FEE REQUIRED)4 YES 0 NO (See Bfjng Department for amount) WITHIN CFD: . DYES (no bridge & thoroughfare fee, ,JNo reduced Traffic Impact Fee) 1 .PARK-lN-LIEU FEE PARK AREA:_________ FEE/UNIT: X NO. UNITS: =$____________ 2.TRAFFIC IMPACT FEE X FEE/ADT: =_____________ ;gI . BRIDGE AND THOROUGHFARE FEE ADVs/UN ITS:______ X FEE/ADT: 9' =s____________ FACILITIES MANAGEMENT FEE ZONE: 4 (,AIfiS LIAFI1' X FEE/SQ: 3/0 $_____________ SEWER FEE E ; Cot '5' 'Ee lr7 PERMIT No. EDU's: - X FEE/EDU:. BENEFIT AREA: DRAINAGE BASIN:______ / EDU's: X FEE/EDU: =$_____________ # ,I 4' '( 7t' DRAINAGE FEES PLDA_: HIGI{/LOW______ ACRES: - X FEE/AC:______ Ah SEWER LATERAL ($2,500 DEPOSIT) =$______________ WATER FEE 5 - lLA-1t )1cT'-' EDU's: X FEE/EDU: =____________ TOTAL OF ABOVEFEES*: *NOTE: This calculation sheet Is NOT a complete list of all fees which may be due. Dedications and Improvements may also be required with Building Permits. P:\D0CS\MlSF0RMS\8P0002.FRM REV 01/04/95 City of Carlsbad November 7, 1995 Mr. Joseph Lukoski P. 0. Box 1733 Carlsbad, CA 92008 SUBJECT: HDP 95-03 - BODJANAC DUPLEX City staff has reviewed the above referenced project application and has concluded that no discretionary permit is required to build the proposed duplex residence. As you know, there was a Notice of Grading Violation recorded on the property site in 1989. However, the City's Engineering Department has since cleared, that Notice of Grading Violation. Because the violation has now been cleared, and because the proposed duplex development does not propose any disturbance of the now existing slope, a Hillside Development Permit is.not required. The project can be built with approval of a Building Permit. Staff notes that the project proposed is for a duplex. and not' for a two-lot minor subdivision nor for a condominium development (separate air-space ownership of the two units). As you know, condominium projects must be built to comply with the City's Planned Unit Development (PUD) standards. Since. the project is not proposed as a condo permit, staff has, not reviewed the project for compliance with the PUD ordinance.. Should the owner wish to convert the duplex to a condominium ownership arrangement in the future, the project would still be required to comply with those PUD' standards. Staff is withdrawing the above referenced HDP application as of this date. We will also refund any review application fees paid for this review. In order to obtain the refund of fees, please request the refund in writing to the Planning Department. Please reference the project number (HDP 95-03) in your request letter. Please contact Elaine Blackburn at (619) 438-1161, extension 4471 if you have any. questions. E. WAINE it Planning Director GW:EB:kc C: Bobbie Hoder File Copy Data Entry 2075 Las Palmas Drive • Carlsbad, California 92009-1576 • (619)438-1161 iat PLANNING CHECKLIST Plan Check No. '?5ZL Address ) b' 54Lh 1 ,t,l Planner 11J2& Phone 438-1161 ext. 9L! 7/ APN: Type of Project and Use di. 4e / Zone ___________ Facilities Management Zone ?c' Legend Item Complete Item Incomplete - Needs your action 1, 2, 3 Number in circle indicates plancheck number where deficiency was identified - 0 Environmental Review Required: YES 'NO - TYPE DATE OF COMPLETION: Compliance with conditions of approval? If not, state conditions which require action. Mat Discretionary Action Required: YES V NO - TYPE HI7P q5-03 APPROVAWRESO. NO. DATE: PROJECT NO. OTHER RELATED CASES: Compliance with conditions of approval? If not, state conditions which require action. Conditions of Approval 0 (California Coastal Commission Permit Required: YES - NO j DATE OF APPROVAL: San Diego Coast District, 3111 Camino Del Rio North, Suite 200, San Diego, CA. 92108-1725 (619) 521-8036 Compliance with conditions of approval? If not; state conditions which require action. Conditions of Approval D Landscape Plan Required: YES """NO See attached submittal requirements for landsca p e : p l a n s Site Plan /_lu/ /t 7 Provide a fully dimensioned site plan drawn t o s c a l e . S h o w : N o r t h arrow, property lines, easements, existing and p r o p o s e d s t r u c t u r e s , streets, existing street improvements, rig h t - o f - w a y w i d t h a n d dimensioned setbacks. Show on Site Plan: Finish floor elevations, ele v a t i o n s o f f i n i s h g r a d e adjacent to building, existing topographical lin e s , e x i s t i n g a n d p r o p o s e d slopes and driveway. Provide legal description of property. 4. Provide assessor's parcel number. 4c61 Zoning: 1. Setbacks: • Front: Required Shown Int. Side: Required Shown Street Side: Required Shown Rear:. Required Shown 2, Lot coverage: Required • Shown 3. Height:.. Required Shown 4. Parking: • Spaces Required Shown Guest Spaces Required. • Shown ¶:L ,ç -4:e) •.&cW&o%• OK TO ISSUE AND ENTERED APPROVAL IN T O C O M P U T E R DATE PLNCK.FRM PLANNING CHECKLIST Plan Check No. M Address Planner ''9Q' .6 4e /1 Phone (619) 438-1161 ext. (Name) APN: - ) '1'9 - Type of Project and Use: 2 f' a a a Zone: ( Z. Fadilities Management Zone:______________ . . Legend N co 0 Item Complete Item Incomplete - Needs your action 1, 2, 3, Number in circle indicated plancheck number where deficiency was identified Environmental Review Required: YES NO VTYPE DATE OF COMPLETION:' * Compliance with conditions of approval? If not, state conditions which require action. Conditiois of Approval' Discretionary Aótion Required: YES NO ' TYPE APPROVAL/RESO. NO. _. DATE PROJECT NO. OTHER RELATED CASES: Compliance with conditions or approval? If not, state conditions which require action. Conditions of Approval 0 California Coastal Commission Permit Required: YES NO DATE OF APPROVAL: San Diego Coast District, 3111 Camino Del Rio North, Suite 200, San Diego, CA 92108 (619) 521-8036 Compliance with conditions of approval? If not, state conditions which require action. Conditions of Approval 0 Landscape Plan Required: YES NO State attached submittal requirements for lañdsàape plans t $ Site Plan: 121' 0 0 1. Provide a fully dimensioned site plan drawn to scale. Show: North arrow, property lines, easements, existing and proposed structures, streets, existing Street improvements, right-of-way width and dimensioned setbacks. do 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. ID 0 . 3. Provide legal description of property. d0 0 4. Provide assessor's parcel number. Zoning: 0 0 Setbacks: Front: Required c 0 Shown 1)' Int. Side: Required JOPP '') Shown 7. Street Side: Required - Shown _______ Rear: Required / 1 Shown 1-5 ' P1' 0 0 Lot Coverage: Required 5c' 2a Shown '9 9 ', iz1 0 0 Height: Required Is lhown 0 0 Parking: Spaces Required //(/Shown Guest Spaces Required - Shown - O 0 0 Additional Comments M/ OK TO ISSUE AND ENTERED APPROVAL INTO COMPUTER dmf/~DATE PLANCK.FRM DONALD D. GOERTZ PI-X--e QJL.Lei. ARCHITECT, A.I.A. 7548 Viejo Casilla Way Carlsbad. CA 92009 :SOILS Assumed soil pressure 1000 psf U.O.N. ee soils report CONCRETE compressive strength at 28 days Slab on grade f'c = 2000 psi Footings f'c = 2000 psi Beams and columns f'c = 2000 psi All other f'c = 2000 psi REINFORCING STEEL Grade 40 A615 fy = 40 ksi #4 and smaller Grade 60 A615 fy = 60 ksi #5 and larger REINFORCED MASONRY Hollow unit masonry (N-i f'm = 1500 psi ASTM C90 Mortar (Type S) f'c = 1800 psi USC 2403(c) Grout at 28 days f'c = 2000 psi USC 2403(d) Brick (Grade MW, ASTM C-62) f'm = 2500 psi STRUCTURAL STEEL ASTM A-36 U.O.N. Rolled sections and plates fy = 36 ksi ASTM A-36 Steel pipes fy = 36 ksi ASTM A-53, Grade B Structual tubes fy = 45 ksi ASTM A-500 Grade AorB Bolts and anchors fy = 36 ksi ASTM A-307 Grade A ALUMINUM 6063 T-tl. fb = 22 ksi STRUCTURAL LUMBER WCLB Grading Rule #16, Western Woods Use Book 2x Joists, DF#2, Fb rep.1450 psi, Fv 95 psi, E 1..7x106ps16 4x Members,DF Larch #2, Fb 1250 psi, Fv 95 psi, E 1.7x106 P83. 6x & wider, DF Larch*i, Fb 1300 psi, Fv 85 psi, £ 1.6x10 psi Wood posts & columns, DF Larch#1, Fc iooe psi, Fb 1200 psi, B 1,6x10 Studs 2x4x10'or less, DF Larch, E 1.5x10 pi,Fb 925 psi, Fc 600 Ps Studs 2x6x10'& more , DF Larch #2, E 1.7x10,Fbl650,FC1000, Fv 95 Top plates OF Larch #2 Fb 1450 psi, Ft g50 psi, Fc 1000 psi, Sill plates DF #2,Fcl 625 psi, E 1.7x10 psi Plywood, APA sheathing Str.II,Std PS 1-89, USC Std 25-9 GLUE L?.MINATE1D BEAS ANSI/AITC A190.1-1988 & USC Std 25-10 Simple span 24F-V4 combination Cantilever 24F-V8. combination TRUSSES UBC 25-1.7 ICBO Approved, ICBO AA 579. Quality Control FRAMING coNNEc'roRs Simpson or equal framing connectors NAILING SCHEDULE Use table No. 250, 1991 USC REFERENCES S 0 Uniform Building Code, 1991 Edition AISC Steel Construction Handbook . Reinforced Masonry Engineering Reinforced Condrete Design Handbook o No. C4169 / ci ç.Z4G VERTICAL DESIGN LOADS TILE SHINGLES = 10.0 5/8" PLYWOOD 32116 = 1.5 ........................FRAMING . V.......= 3.0 CEILING = 34 MISCELLANEOUS & INSUL = 1.5 V . : DL = 20.0 PSF LL =,.16 TL = 36 PSF FLOOR CARPET = 1.5 .........PLYWOOD FRAMING = 3.3 INSULATION V V 1.5 CEILING V = •2.2 DL =. 10.3 V LL = 40.0 V . TL .....503 PSF WALLS V ................................GYPSUM BOARD (2)1/2" =............ 4 .4. ....i.. ..STUDS 2X4 @ 1611 0..ç...= ..,1. INSULATION R-13 = : 1.5 :DL = -7.0 PSF DONALD D. GOERTZ ARCHITECT, A.I.A. oa BHEETNO. OF- CALCULATED BY DATE - CHECKED 3Y DATI- SCALE DONALD D. GOERTZ JOB - ARCHITECT, A.I.A. 5HkIT NO. .________________________OF CALCULAThOBY .DAT CNECIEDiv_. DATI SCALE .. • i_._ i .• TRUSSES . . Truss design shall comply with TPI-85, unless noted otherwise. Splices are not permitted except as noted on engineered truss . drawing. . Panel point locations shall be equal-division, unless noted r or dimensioned otherwise. 7 . Plates shall be installed on each side of all joints, and shall not be installed where knots occur in wood members. Plates shall be centered on joints, unless noted or dimensioned otherwise. . All connector: plates shall be a minimum of 20 gauge steel. All hangers to be Simpson or equal. All trusses to spaced at 24"o.c., unless noted otherwise. The Builder and/or Erection Contractor is responsible for us instai.iation. kerer to TPJ. Bracing - Wood Trusses: Commentary and Recolrizflendatjonsu by the • Truss Plate Institute. 583 D'Onofrio Dr. Suite 200 • • Madison, WI. 53719, (608) 833-5900 • •.. I I I 1 THE CITY OF SAN DIEGO BUILDING INSPECTION DEPARTMENT. 2366270 ROOF AND FLOOR FRAMING SPAN TABLES THIRD FLOOR - (iITY OPERATIONS BUILDING - 1222 FIRST AVENUE INFORMATION 4 BULLETIN Lumber Grade ALLOWABLE SPANS FOR JOISTS AND RAFTERS F LOO JOISTS 1 CEILING JOISTS RAFTER CEILING JOIST COMBINATION RAFTERS 2, DOUGLAS FIR/LARCH NO.2 Plaster or No Finish 1 Plaster Below 2 Drywall Below 1 Plaster Below 2 Drywall Below Slope less Slope 4 in 12 Drywall Below than or Nominal On Below 4 in 12 more Size Center Spacing DL=15PSF DL=10PSF DL=5PSF DL=5PSF DL=15PSF DL=15PSF DL=1OPSF DL=10PSF (In) (In) LL40PSF LL40PSF LL1OPSF LL1OPSF LL=20PSF LL=20PSF LL20PSF LL16PSF 12 6'- 11" 6'. 11' 11'- 1" 12'. 8" 8'- 9" 101-01, 10'-0" 101.91. 2 x 4 16 6'.3" 6'- 3" 101 - 0" 11'- 6" 7'- 11" 81-111, 91- 1" 91- 9" 24 5'- 6" 5'. 6" 81-91, 101- 0" 7'- 0" 7'.4'f 7'- 11" 8'. 7" 12 10'. 11" 10'. 11" 17' • 4" 19' - 11" 13' • 9" 15'.9-P 15'.9" 17' - 0" 2 x 6 16 9'. 11" 9'- ii" 15'. 9" 18'- 1" 12'- 6" 14'- 0" 14'.4'p 15'. 5" 24 8'. 2" 8' - 6" 13'- 9" 15'. 7" 101-11,, 0' - 11" ill.5" 12' - 4" 13' - 3" 12 14.'- 5" 14'. 5" 22'- 11" 26'- 2" 18'- 2" 20'- 9" 20'- 9" 22' .4" 2 x 8 16 13'- 1" 13'. 1" 20'- 10" 23'. 10" 16'- 6" 18' - 5" 18'. 11" 20'. 4" 24 10' - 9" 11' - 3" 18'- 2" 20'- 7" 14'. 5" 151. 0" 115'- 3" 17'. 5" 12 1'. 5" 18'- 5" 29'.2" 33'- 5" 23'. 2" 26'- 6" 26'- 6" 2x 10 16 1'- 9" 16'- 9" 26'-6" 30'- 5" 21'.0" 23' -6" 24'- 1" 24 1' - 8" 14'- 4" 23'.2" 26'- 3" 18'- 4" 19'- 2" 20'.8" 12 22' - 5" 22'- 5" 35'.6" 40'-7" 28'. 2" 32'- 3" 32'- 3" 34'- 9" 2 x 12 16 20'- 4" 20'- 4" 32'. 3" 37'- 0" 25'- 7" 28'- 7" 29' - 4" 31'- 7" 24 1&'- 8" 17'- 5" 28' - 2" 31'- 11" 22' - 4" 23'.4" 25'. 2" 27'. 1" 12 2Q'- 3" 26'- 3" 33'- 2" 38'- 0" 2 x 14 16 24'- 0" 24'- 0" 30' - 2" 33'- 8" 24 19' - 7" 20'. 7" 26'. 4" 27' - 6" OPEN BEAM CEILINGS 2.3,4 Nominal On Cntr I Size Spacing [ DOUGLAS FIR/LARCH (In) (In) NO.2 I 24 10'-6" 4 x 4 32 9'.7" 48 8'-4" 24 16'-7" 4 x 6 32 15'-O" 48 13'-2" 24 21'-1O' 4 x 8 32 19'-10" 48 17'-4" 24 28'-O" 4x10 32 25'-4" 48 22'- 2" FOOTNOTES: 1 Deflection based on L/360 (LL only) 2 Deflection based on L/240 (LL only) 3Minimum Slopes 1/4" in 12". Roof surfaces having a slope less than 1/4" in 12" are con' sidered to be flat roofs. Flat roofs must be designed to accommodate potential ponding of water. This information bulletin may not be used for the design of flat roofs. 4LL+ DL=3OPSF I INFO. BULLETIN - NO.4 / 4-81 I ROOF & FLOOR FRAMING - SPAN TABLES I PAGE ].OF 2 I IN-1799 14-81) AVtNIUA 0*. LA PLAYA &.A JOLLA. CA (b.Li 44bub pIU.I nv ___________________ UP GACuL*lLsuv. G*TS uQ1 LEbQsflj ,FLOO(?... 3 PF 7 7SG.7 .5: 0?%rLA oo bEAM -HEADER . SCHEDULE' Ft..00R SPAN SIZE ON 4 xro SPAN. SIZE Ci TO 4O"22A(o 0' TO 41.QIS z- zara 46 4 -I" TO 0'- 0" 22 xIB Q 4 AB 41" TO 6'0" 22I2 OR 412.i 6'- I" TO d' C" OR 4xd o 111.10 8'0" 22.%10QR 410 6-i.' Ti.) iO'-O" 2-2O OR 4 j, I,) H" TO i0-O' 22OR4t2 lj'- i' TO IZ-02-120R 4.12 R31 TO 12'O"22l4OR 4a4 ..I N L I SC L'LJLc API-L .; .;r-jL -r 5S JTHERWISE NOTED PUP( 2D STUDWALL UL OR 6 SAM PTI'% AS SChuLED AOV . 3 FCjR FLUSH ith?M NUi 1hJN UNT USE 2 -2k OR 3 2 A A 4 uE /2" PL' LD SPCcC FCN 2 5uSE. TWt POQ.T;i..) OF TAL øR. JOISTS PAa. a. C. I.. lb 5' s bsl 3't6IJC11./V?OO US (z) 2.'c?% o(. 4x sz. ----r-..... TT -.......___•l__•••__•••_•••••_'•_ ... .-.... . 1 ..-..—.-- .-.r.__.... MI,.. - -ri-- ' --'--' •.___.-.... .. p .q• •—P — "r -'------- —.. —.----. •..—?..• - • ----•--- . .- -..----- —t_•.•_.• --.-..... —, -. ._,-...... "'•• — —.• S • FIRST FLOOR.__ 9 28'6 I 2• 6 IF AM" aLW)0 lip— vo-Z 15 I IDAis /SAM I FOE PL.0a TO 0 LM ItA1ATOI 0120 = VITTI ARAM Tow I oacMI(A1.ATo I VITII A NA I 6`011011" ococ vm I BDROOMI4 IMTh. OWl WIll MA*SCTITO lU VHAT P~Cnm To W WHAT I 137m I BEDRO M$4 —' SIL — MXLI MAX. AT,m 4041 CMIg ff • -- ( \Z &(1(o FAMILY ROOM FAMILY ROOM1 c 10, 41112 L 0-UI, 2 tsr a cs a XL 1ST R cI& a FL I — ast ts0. 041 lVO. DIN46 ROOM ( \ riau. 12 - — • I TftCINI.I '—.' L ____________ I i nww I43.000ft' IV ouc. , I • DININ ROOM ______________ 4 • 4 14 KITCHEN DKITCHENJ trwLlm : 41 I 'i'LL 2 40 is C • CD -CLAIM PANW r1 i LIVING ROOM i: 2 LIVING ROOM Ii - ii I T r ________ T.r 6 '1282.WC t' 1 to ___ 1— As" 7141 fL= ' ________ I ___ ______ WW DFLOOF -- .; :L —. I.., MOM IEi kri DINING ROOM LOW 46 ROOM rw IHIIHIHhIIII• ILIIIHhiIHIIHhIIllHIIIIIIllh!IIIIlIIIiI _______ CLLJ II- Zrjt,j lr• "."Qn &flnz2 IIIIIHhItIIII ON JOB 0F DONALD D. GOERTZ SHEET NO.________________ ARCHITECT, A.I.A. QeTE CALCULATED BY 41 CHECKED 3Y ______ . : ... Wall Shear Wall Nat 1 Type 1 side A11J . No.F'astener FIqe Field 2 side Shear EKtarior Inte.rior ervl 2 A 1/2" gyp brd Sd 7 7 1 100 1/2"@ 72" 1/4' shot pins € 32' 164 8 16' ocoler 2 200 1/2"€ 48" 1/4' shot pins 8 16' t 8' B 1/2' gyp bid Sd 4 4 1 125 1/2"8 72" 1/4' shot pins € 24' 164 8 12' T cooler 2 250 1/2"@ 32' 1/4' shot pins 8 12' 16d 8 6' C 1/2" gyp brd 54 4 4 1 150 1/2"@ 60" 1/4" shot pins 8 16' 164 € V cooler 2 300 1/2"€ 32" 1/4 shot pins I BE . 164 8 4 D 5/8" gyp brd 64 7 7 1 100 1/2"8 72" 1/4' shot pins 8 32' 164 8 16' cooler 2 200 1/2"@ 48" 1/4' shot pins 8 16' 164 8 8' E 5/8" gyp brd 6d 4 4 1 125 1/2"@ 72" 1/4' shot pins 8 24' 164 8 32' cooler 2 250 1/2"@ 32" 1/4' shot pins 8 12' 164 8 6' r F 5/8" gyp brd 6d 4 4 1 175. 1/2'@ 48' 1/4' shot pins 8 16' 164 e 8' (blocked) cooler 2 350 1/2"@ 24" 1/4= shot pins 8 8' 164 8 40-- G 3/80,QC ply 8d 6 12 1 264 1/2"@ 32" 1/2' 8 32' 164 8 6'*i (24/0) 2 528 /%'@ 16" .1 • 8 16' 164 8 H 3/8' CDX ply Sd 4 12 1 584 1/2"8 24" 1/2' 8 24' 16d 8 4. L.. (24/0) 2 768 3/ç'@ i'' I - € 1Z' 16d I 2.. I 3/8 MX ply Sd 2½ 12 1 564 1/2"@ 16" 1/2" 8 16' . . 164$ a' . (24/0) 2 1128 3/4"@ " 3/4' € 6' -IN J . 3/8' Cc ply Sd 2 12 . 1 636 1/2"8 16' 1/2' 8 16" . 164 ........ ! (24/0) 2 1272 3/4"€ " i' @ ' - p. I K 1/2" CME ply lOd 6 12 1 310 1/2"@ 32" 1/2' 8 32' 164 8 4' (32/16) 2 620 3/4"@ 16" 3/q." 8 16' 164 8 2&- L 1/2' Qx ply 104 4 12 1 460 1/2@ 16" 1/2' € 16' 16d I-40 (32/16) 2 928 3/ci."@ 12° 31(4.' 8 1V' . 16d 8 4 M 1/2' OX ply 104 2¼ 12 1 621 1/@ 16" 1/2' 8 16' 164 I. 3¼ (32/16) 2 . 1242. 3/4'8 o' 3/4' 848m . . - - N 1/2' CCKply 104 2 12 1 693 1/20€ 16" 1/2" 83.6' . 1641 (32/16) 2 1386 3/4'@ 6" 3/4' 8 6' - 0 7/8'stroo or plas.16 ga. 6 6 1 180 1/24 48" 1/2" 8 48' 164 8 BE hek'd lath staples 2 360 1/2'€ 24' 1/2' 8 24' 164 8 . 44 . P 7/8 sb.uaw or plas.16 ga. 3 3 1 325 1/2"@ 32' 1/2' 8 32' 164 8 40 Pik perba)t'dlath st1es 2 650 112"@16" 1/2'@16 . .:: Note; 1. Solid block all edges Of plywood typically .;.•. ; j'. 2. Strr' and P.C. plaster - I0 1823 ............. .. . - ............. •1 ' Don ELbert Inquired as to which jurisdictions were requtrlpg two layers _ ......4._.......- of building paper over shear walls, and what type of paper was required. It was the consensus that two layers of Type D building paper is required. ..-....-... p .- r.. ........ ................................ I . - -- -ri ..... ........ .... ... ...... . . . . . : •..................— - ."-1--........ .- ....- -. ........ . . .......... •...............,.. ..- ...,°"•. I..............4 ..-. . . . .,. . . . ..I..... DONALD D. GOERTZ JOB ARCHITECT, A.I.A. SHEET NO. OF - CALCULATED BY DATE CHECKED 3Y -. DATE_________________ SCALE - r. ................................................................... ...DJDQ. .JAL4._ .................. - .... .................................. ....Fx...:.'OO ............................................................................................ ..... . ....................... ..... : ........... rF . . . . 3/"P'z Q$, Sd CO trO 4 ra 1PI I ...... -...-.....-. ............................................ .00 ....... .................................... ............................: ......... ... .... ......... -............. ....V..........00.x.fz. .I.3oo .: ...... .... ....... -.......... ...... .... .......... ............ :...I.. ....... .. ..... .... .............. ................( I &/.&+...... qo ?... -....................-........................................................ ....: ..........."2 .9 ........L..P? ............ ..I2. ....i............... -Q0F A . ...... -........... .... .. .......... ... .... .. .... .. .......... .. .... ......... .... .................... - •- Fj' 4O ....V ... . . . ..... -.....- i............ T. .4coo./..'~t:.x........'Q&. pLg ............................................................. .•. LI IOo '4'tD45, l2.PJL-O-- DONALD D. GOERTZ . . JOB ARCHITECT, A.I.A. SHEET NO. OF CALCULATED BY DATE - CHECKED BY DATE SCALE - . - -- ....... .......... .. .... .. ............ ... ....... ... .................. ... ............ I' çi-ft oP.. . ............ ..... :: ..... ...... ........ ...... ......................... .......... Co(1O .... 21 . , 3fU d 12." P%k ...... ..... .. .................. . ............. ..L_. .............. . ...Ex.....4 Zp . . . ...:....j.............................................................. x . .. . : ....................................................r._.....r.... .-.-....... --....-..--.......-....-i..-.. ...... I'- S ....... .......................... SCE Lfrt'C sr o.(. .1Th4. so U — I — P LO - . (CD4, dp / 1 4 o.c.. DONALD D. GOERTZ JOB ARCHITECT, A.I.A. SHEET NO....... OF CALCULATED BY_______________________ DATE____________________ CHECKED 3Y DATE SCALE se......3A ..I2.'......P.... • .. DONALD D. GOERTZ JOB ARCHITECT, A.I.A. SHEET NO.___________________ OF_______________ CALCULATED BY DATE CHECKED 3Y DATE SCALE Inc. CIVIL ENGINEERING • LAND SURVEYING ENGINEERING DATA MANAGEMENT i CONVERSION G.I.S. • MAP/PLAN/DOCUMENT SCANNING CLIENT: BODJANAC PROJECT: B0D691 DATE: 24 JULY 1991 Mr. Daniel Bodjanac 7548 Viejo Casilla Way Carlsbad, CA 92009 Subject: Results of Compaction Testing and Inspection for the lot located on Sacada Circle, La COsta, Carlsbad, CA (APN: 216-190-62) Dear Mr. Bodjanac: Pursuant to your request, we have completed our Inspection and Compaction Testing of the rough grading operations for the subject parcel. Locations of our Field Density Tests are shown on Enclosure (1), and the results of these tests are detailed on Enclosure (2). Site preparation, compaction, and testing were accomplished in July 1991. Based on our observations and testing, it is our opinion that the work performed during that period was in general conformance with the City of Carlsbad Grading Ordinance and the Soil Investigation Report by Ketchum Engineering Inc. dated December 27, 1989. On 9 July 1991, grading began on the subject lot with the contractor removing some surface vegetation. All debris was removed from the building area. -1- 5933 SEA LION PLACE, SUITE 100, CARLSBAD, CA 92008 619-431-6213 FAX 619-431-6959 ItIt Eiiginccrinq, ,,IC. CLIENT: BODJANAC PROJECT: B0D691 DATE: 24 JULY 1991 On this date, the contractor excavated for a supporting shear key at the toe of the Easte,rly facing fill slope for the house pad by cutting a slot 15-feet wide into the firm natural soil and tilting the bottom downward into the slope. Fill material, silty sand generated from cuts along the Westerly side of the pad, was then watered and recompacted on he Easterly side of the house pad. On July 12, the contractor began placing imported soils. Import materials consisting, of silty fine sands, were compacted on the house pad to bring it up to the desired grade. Density was achieved by the use of a D-6 Bulldozer trackwalking the soil -as fill was placed in thin lifts. Since existing and imported soils were were low in moisture content, the contractor had to spend additional time and effort in his mixing operation in order to ensure near-optimum moisture and proper compaction in the fill material. As indicated by our Compaction Test Results, Enclosure (2), density tests performed in the construction of the fill slopes and the house pad indicated over 90% relative compaction as compared to ASTH Test Procedure D 15576-78. In general, the native materials exposed at surface grades 5,933 SEA LION PLACE. SUITE 100, CARLSBAD, CA 92008 619-431-8213 FAX 619-431-6959 I4il Ingiiiccriiig, 11w CLIENT: BODJANAC PROJECT: B0D691 DATE: 24 JULY 1991 were considered to have a low to moderate expansion potential according to Table 29-C of the Uniform Building Code. Foundations shall be sized and constructed in accordance with the recommendations found in the Soil Investigation Report by Ketchum Engineering Inc., dated December 27, 1989. For foundation design purposes, an allowable bearing strength of 2000 psf may be utilized for all continuous or spread footings found in dense soils compacted to 90% relative compaction per ASTM D 1557-78. This design bearing value is in accordance with the Uniform Building Code and was calculated based on Terzaghis' Formula. Footings placed on or adjacent to fill slopes shall have a minimum horizontal distance of five feet (5') from the edge of the footings to the face of the slope. Findings of this Report are valid as of this date; however, changes in conditions of a property can occur with passage of time, whether they be due to natural process or works of man on this or adjacent properties. In addition, changes in applicable or appropriate standards occur whether they result from legislation or broadening of knowledge. Accordingly, findings of this Report may be invalidated wholly or partially by changes outside our control. Therefore, this Report is subject to review and should not be relied upon after a period of three years. In the event that any changes in the nature, design, or location of buildings are planned, the conclusions and -3- 5933 SEA LION PLACE, SUITE 100, CARLSBAD, CA 92008 619-431-8213 FAX 619-431-6959 ' IttcItI?iiç,hiccrig, !iic CLIENT: BODJANAC PROJECT: B0D691 DATE: 24 JULY 1991 recommendations contained in this Report shall not be considered valid unless the changes are reviewed and the conclusions of this Report are modified or verified in writing. f This Report is issued with the understanding-that it is the responsibility of the owner or of his representative to ensure that the information and recommendations contained herein are called to the attention of the project Architect and Engineer and are incorporated into the plans. Further, the necessary steps shall be taken to ensure that the contractor and subcontractors carry out such recommendations in the field. The Soil Engineer has prepared this Report for the exclusive use of the client and authorized agents. This Report has been prepared in accordance with generally accepted soil and foundation engineering practices. No other warranties, either expressed or implied, are made as to the professional advice provided under the terms of this agreement, and included in the Report. B & B Engineering Inc. and Associates appreciate this opportunity to be of service. Should you have any questions regarding this project, please do not hesitate to contact us. ACB/DPB/emb of ESS!Q Exp. 12/31/93 A 0- EC' F CP - Sincerely, AØhur C. Beard RCE RQE RGE -4- 5933 SEA LION PLACE. SUITE 100, CARLSBAD. CA 92008 619-431-8213 FAX 619-431-6959 -. ...---. .. I i-j - -t-t • . 1• I I• •, ç , s , SEM PWI / 1 .' ' •.• - C.gg D7AL :4) • I . .-' .NAT 42 Ir - 7d NOT 70 SC.A -"-i:- •--:2 .- / I pr:15 •; !?I :- 1'!k i . - . . . . . .1 ..•• . .• \- L/ •. • 3AcA40A c/,qczE jj • APPROXIMATE LOCATION OF FIELD DENSITY TESTS PLOT PLAN OWNER: MR. DANIEL BODJANAC - LOCATION: SACADA CIRCLE CIWL. GEOTECHNIr.AL. A OUA IJTY ENGINEERS CARLSBAD, CA. STRUCTURAL ENGINEERING • LAND SURVEYING PERCOLATION i SOIL TESTING A. P. N. : 216-190-62 • CONSTRUCTION MANAGEMENTS INSPECTION PROJECT: BOD 691 DATE : JULY 199 5933 SEA LION PLACE. SUITE 100, CARLSBAD, CA 92008 619-431-8213 A tP Lng::,ecr::g, inc " CIVIL. GEOTECHNIGAL, S OUAUJY ENGINEERS STRUCTURAL ENGINEERING • LAND SURVEYING tr, PERCOLATiON S SOIL TESTING CONSTRUCTION MA NAGEMENTS INSPECTION 5933 SEA LION PLACE, SUITE 100, CARLSBAD, CA 92008 619-431-8213 CLIENT: BODJANAC P&JECT: B0D691 CATE: JULY 1991 Test Test Test Test Soil Dry Density, pcf Moisture, % Relative Retest No. Date Location El/Depth Type Field Maximum. Field Opt. Compaction No. 1 7/11 House Pad 195 A 101.4 113.0 17.5 13.5 90 2 " 198 A 104.4 113.0 15.1 13.5 92 3 " " 200 A 102.2 113.0 15.1 13.5 90 4 it 202 A 94.2 113.0 21.4 13.5 83 7,10 5 7/12 212 A 103.6 113.0 19.6 .13.5 92 6 "it it 212 A 104.1 113.0 16.8 13.5 92 7 " 203 B .95.6 118.0 15.9 11.5 81 10 8 " " 205 B 102.3 118.0 16.4 11.5 87 11 9 7/15 it It 208 A 112.7 113.0 13.5 13.5. 99 10 " 203 A 110.6 113.0 12.0 13.5 94 11 7/16 . 209. B . 116.4 118.0 17.4 11.5.. 97 I. .1. . COMPACTION CURVE DATA OPTIMUM MAXIMUM DRY SOIL TYPE AND DESCRIPTION 0 • . NOISTURE% DENSITY (pcf) TAN FINE SILTY SAND (NATIVE) 13.5 113.0 •TAN SANDY SILT (IMPORT) 11.5 COMPACTION TEST DATA ENCLOSURE (2) It&Iiecnginccri,,y;,ic OFFIC COPY CIVIL ENGINEERING • LAND SURVEYING ENGINEERING DATA MANAGEMENTS CONVERSION G.I.S. • MAP/PLAN/DOCUMENT SCANNING CLIENT: BODJANAC PROJECT BOD29 DATE: 14 FEB. 1992 City of Carlsbad Building Department 2075 Las Palmas Dr. Carlsbad, CA. 92009 Subject: Soil Update for the Lot located on Sacada Circle, La Costa, Carlsbad, CA. (APN: 216-190-62) Gentlemen: Pursuant to the City of Carlsbad requirements at Mr. Daniel Bodjanacs request, we have completed our site inspection in regard to the existing soil conditions for the subject site. On 14 February 1992, a representative from our firni visited the site in order to evaluate the general surface coiidi.Liwis relati e to tue proposed construc tion. Based on our visual. inspections and observaL.ions in the field and the review of our Compaction Report dated 24 July 1991, Llie following conclusions were derived: The general overall surface soil conditions do not appear to have changed significantly. IL is our opinion Lhal tue conclusions and recommendations found in the above reference report are sL i.1 I val id and in conformance with Ihe cu:.rcrit. CiL.y of Carlsbad codes. -1- 5933 SEA LION PLACE, SUITE 100, CARLSBAD, CA 92008 619-431-8213 FAX 619-431-6959 A It&ItI?:,ghieeri:ig, !IN \I,CIVIL ENGINEERING • LAND SURVEYING ENGINEERING DATA MANAGEMENT & CONVERSION G.LS • MAP/PLAN/DOCUMENT SCANNING CLIENT: BODJANAC PROJECT B0D292 DATE: 14 FEB.. 1992 Should you have any questions regarding this Project, please do riot hesitate to contact. us. Sincerely, i 6--jAt&-4 Arth V% ur C. Beard RCE RQE ROE A C B / D PB / em b 5933 SEA LION PLACE, SUITE 100, CARLSBAD, CA 92008 619-431-8213 FAX 619-431-6959 CERTIFICATION OF COMPLIANCE CITY OF CARLSBAD Plan Check NO. DEVELOPMENT PROCESSING SERVICES DIVISION 2075 LAS PALMAS DR., CARLSBAD, CA 92009 (619) 1138-1161 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: --1290 West San Marcos Blvd. San Marcos, CA 92024 (744-4776) Encinitas Union X San Dieguito Union High School 101 South Rancho Santa Fe Rd. 710 Encinitas Boulevard Encinitas, CA 92024 (619) 944-4300 Encinitas, CA 92024 (753-6491) Project Applicant: 74L#, /c6& 4 rA DI Ci i. C e APN/_-'-~.. Project Address: b 3TO VA C RESIDENTIAL: SQ. FT. of living area.1;7 number of dwelling units 2- SQ. FT. of covered area SQ. FT. of garage area_____________ COMMERCIAL/ INDUSTRIAL: SQ. FT. AREA______ Prepared by fa .A- QS_—'.'--. Date 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: $Jq'.Lg based on 5 sq. ft. @ Comm/Indust Fee Levied: based on sq. ft. @ V. ERIC J. HALL SS MANAGER AB 2926 and SB 201 fees are capped at $1. 72 per square foot for residential. AB 2926 is capped at .28- per square foot for commercial/industrial. Carlsbad Unified 801 Pine Avenue Carlsbad, CA 92009 (434-0610) _ _San Marcos Unified I CERTIFICATION OF COMPLIANCE CITY OF CARLSBAD Plan Check NO. DEVELOPMENT PROCESSING SERVICES DIVISION 2075 LAS PALMAS DR., CARLSBAD, CA 92009 (619) 438-1161 This form shall be used to determine the amount of school fees for a project and to verify that the project applicant has complied with the school fee requirements. No building permits for the projects shall be issued until the certification is signed by the appropriate school district and returned to the City of Carlsbad Building Department. SCHOOL DISTRICT: Carlsbad Unified San Marcos Unified 801 Pine Avenue 1290 West San Marcos Blvd. Carlsbad, CA 92009 (434-0610) San Marcos, CA 92024 (744-4776) X Encinitas Union . San Dieguito Union High School 101 South Rancho Santa Fe Rd. 710 Encinitas Boulevard Encinitas, C& 920214 (619) 9114-4300L Encinitas, CA 92024 (753-6491) Project Applicant: 744, IVf- C4 rg 0.4 (_1 1, c Le APN/ Project Address: 'A RESIDENTIAL: SQ. FT. of living area number of dwelling units 2- SQ. FT. of covered area SQ. FT. of garage area_____________ COMMERCIAL/ INDUSTRIAL: SQ. FT. AREA Prepared by éa•j- Q__r-,_ Date ------------------------------------------------------------------------------------------ FEE CERTIFICATION (To be completed by the School District) V Applicant has complied with fee requirement under Government Code 53080 Project is subject to an existing fee agreement Project is exempt from Government Code 53080 ______Final Map approval and construction started before September 1, (other school fees paid) Other 1986. Residential Fee Levied: s//07, 10 based on Comm/Indust Fee Levied:$ based on Oe sq. ft. @______________ sq. ft. @ cia e AB 2926 and SB 201 fees are capped at %I. 72 per square foot for residential. AB 2926 is-capped at .28 per square foot for commercial /industrial. of Carlsbad SCHOOL FEES Please fill out the form on the reverse side of this page and take it to the appropriate school district. nce you have paid the school fee, a school official has signed the school fee form, and all other plan check requirements have been met, a building permit can be' issued. The City of Carlsbad will not issue any building permit without a completed school fee form. BUILDING DEPARTMENT dc enc. 2075 Las Palmas Drive.Carlsbad, California 92009-4859.(619) 438-1161 -, I e Olivenhain Municipal Water District A Public Agency 1966 OLIVENHAIN ROAD • ENCINITAS, CA 92024 • (619) 753-6466 NAME AND ADDRESS FOR BILLING: Name: DIN/f 11 &DJA it14 Address: 75 V/f T6' 615T/LEA City: (4 i Phone: z1TD©m [F@12 HEYER @10WOCIE DATE 12.-//-q ç_WORK ORDER* 0277 ACCOUNT NO. TYPE OF SERVICE NO. OF UNITS SIZE METER 2 - MONTHLY MINIMUM METER LOCATION • LS:V-4714 APPLICATION TAKEN BY: - . .1 PRICES QUOTED ARE SUBJECT TO CHANGE WITHOUT NOTICE COST OF METER AND INSTALLATION ........ 2X .../L5.............. CONNECTION FEE (less credit $ • ) Z ?....... .,. .?c-...... PIPELINE EXTENSION CONNECTION FEE ( Ext. #_) ................ DEPOSIT ( -. ... ••• . . .. ) ............... JUMPERS( • . . ritPt ACCOUNT . NO. 22720 49910 22750 22850 13710 $ $ . • (ii $ $ $ S . .•, TOTAL:.._Ô& Sec. 7057, Title 17, (Public Health) Cal - Code. . . . . . System Pressure: (a) Normal operating pWss e service conn ect shall not be less than 25 pounds per square inch gauge (p.s.i.g.) nor more than 125 p.s.i.g., exej_fI _u. Mg_ FIOUS ot_ourIy maximum demand at the time of peak seasonal loads the pressure may be not less than 20 p.s.i.g. and that during periods of hourly minimum demand the pressure may be not more than 1.50 p.s.Lg.. Variations in pressures, under normal. operation shall not exceed 50 percent of the average operating pressure. The average operating pressure shall be determined by computing the arithmetical average of at least 24 consecutive hourly pressure readings. . ,. - .. • . . . • . -. Ina water system supplying customers at widely varying elevations, the utility may furnish a service which does not comply with the foregoing pressure specifications, if the customer is fully advised of the conditions under which average service may be expected, and the customer's agreement is secured in writing. New water systems, or new pressure iones in existing water systems supplying customers at substantially constant elevation shall be designed to maintain an operating pressure at the service connection of not less than 35 p.s.i.g. nor greater than 100 p.s.i.g.. . . .. . . .. . . . The undersigned applicant acknowledges that he has read, had explained, and understands Sec. 7057 of Title 17, (Public Health) Cal. Adm. Code and agrees to accept water service at not less than . p.s.i.g. and not more than I_7 _p.s.i.g.. "I HEREBY AGREE TO ABIDE BYTHE RULES AND REGULATIONS OF THE OLIVENHAIN MUNICIPAL WATER DISTRICT AND I AM IN RECEIPT OF A COPY OF THESE RULES AND REGULATIONS." INSTALLATION OF METERS ARE SCHEDULED ACCORDING TO THE DISTRICTS CURRENT WORKLOAD. TEMPORARY CON-STRUCTION METERS FOR CONSTRUCTION USE ONLY. . . :- . • . SIGNATURE______________________ FOR DISTRICT USE ONLY iiiiiiiiiiiiiiiI METER # STARTING DATE METER SIZE METER TYPE DIALS UNITS-RATE CLASS_READG. R/G M/C T.M. BOOK _COMP. LEUCADIA COUNTY WATER DISTRICT APPLICATION FOR SEWER SERVICE The application must be signed by the owner (or his representative) of the property to be served. The total charges must be paid to the District at the time the application is submitted. APPLICANT MUST SUBMIT EVIDENCE OF BUILDING PERMIT WITHIN 60 DAYS. FAILURE TO MAKE SUCH SUBMITTAL WILL RESULT IN AUTOMATIC CANCELLATION OF THE SEWER PERMIT. THE SEWER CONNECTION FEE LESS A $50 ADMINISTRATIVE FEE WILL BE REFUNDED. A six-month construction period shall be provided and sewer service charges for the balance of the fiscal year shall be collected at the time of application for sewer permits. Sewer service charges for subsequent fiscal years shall be collected on the tax roll in same manner as property taxes. If the six-month construction period extends into the subsequent fiscal year, a prorated sewerservice charge forthat fiscal year shall be collected on the tax roll in the same manneras property taxes. The full sewerservice charges for all subsequent years shall be collected on the tax roll in the same manner as property taxes. There will be no additional fee or refUnd if service actually commences on a different date. . The prorated sewer service charge shall. not be required in those application for sewer permits for subdivisions. Such applicants shall be required to notify the District, on forms provided by the District, of escrow closing on individual propertieswithin the subdivision. Sewer service charges shall commence upon close of escrow and will be the responsibility of the buyer. If a service lateral is required, it must be installed by the owner/applicant in conformance with the specifications, rules and regulations of the District and subject to inspection by the District. A DISTRICT INSPECTOR MUST BE ON THE SCENE AT THE TIME OF CONNECTION. The service lateral is that part of the sewer system that extends from the main collection line in the street (or easement) to the point in the street (at or near the applicant's property line) where the service lateral is connected to the applicant's building sewer. The applicant is also responsible for the construction, at the applicant's expense, of the building of sewer from the applicant's plumbing to the point in the street (or easement) where a connection is made to the service lateral and for construction, maintenance and connection of the service lateral to the main line. IT MUST BE INSPECTED AND APPROVED BY THE DISTRICT BEFORE THE SEWER SYSTEM MAY BE USED BY THE APPLICANT. THE APPLICANT, OR HIS AUTHORIZED REPRESENTATIVE MUST NOTIFY THE DISTRICT AT THE TIME INSPECTION IS DESIRED. ANY CONNECTION MADE TO THE SERVICE LATERAL OR COLLECTION LINE WITHOUT PRIOR APPROVAL AND INSPECTION BY THE DISTRICT WILL BE CON- SIDERED INVALID AND WILL NOT BE ACKNOWLEDGED. ALL SUCH CONNECTIONS MUST BE MADE WITH AN LCWD INSPECTOR ATTHE SCENE ATTHETIME OF CONNECTION. IF, FOR ANY REASON, A CON- NECTION IS IMPROPERLY MADE, IT SHALL BE THE RESPONSIBILITY OF THE APPLICANT, AT THE APPLICANTS EXPENSE, TO DIG UP OR OTHERWISE RE-EXPOSE THE CONNECTION SO THAT AN INSPECTION MAY BE MADE AND THE APPLICANT AT THE APPLICANTS EXPENSE SHALL MAKE ANY CORRECTIONS OR ALTERATIONS REQUIRED BY LCWD. IN THE EVENT THAT THE APPLICANT, FOR ANY REASON, FAILS TO TAKE APPROPRIATE ACTION, THE DISTRICT RESERVES THE RIGHT TO DIG UP AND INSPECT. THE CONNECTION AND MAKE ANY CORRECTIONS NECESSARY, AT THE APPLICANTS EXPENSE: OR IN THE ALTERNATIVE, TO DISCONNECT SERVICE ANY COSTS INCURRED BY.LCWD IN TAKING SUCH CORRECTIVE ACTION SHALL BE BILLED TO THE APPLICANT AND MAYBE RECORDED AS A LIEN AGAINST THE APPLICANTS PROPERTY EQUAL IN PRIORITY TO A TAX LIEN. OWNER'SNAME_fliniel 1rwijn' MAILINGADDRESSc4R Viejo ('astilir, Way PHONE NUMBER 436-3062 - Carlsbad, CA 92009 SERVICEADDRESS 2446 & 2448 Sacada Circle Carlsbad, CA 92009 TRACT NAME/NO.________ LOT # ________ CONNECTION FEE: $6000.00 ASSESSOR'S PARCEL NO216-190-6200 PRORATED SEWER SERV. FEE:$_____________ TOTAL $6000.00 TYPE/BUILDING_duplex #/UNITS_2 PAIDBY: OCASH 'HECK* 1080 The undersigned hereby agrees that the above information given, is correct and agrees to the conditions as stated. -et OwnfSignature 12/11/95 did Date Redd by 20115 Account No. Ref: 15BS.PERMIT1 /iofq c 'I '• 359c ,mL- Q 4.0 r APPROVALS P"4 (,. die) Datc - 3/2i/9LaulIdlng 'tftz.(c( Q4 Ac tJLD çQi.. çz PIannln Englnee ---Fire /k&kiL Q.iLtrz( f/4I.f2 kz74. Coast al Health VtL PJ44 1'4Z -sM/ _ fl' DATES To From__ olant Amucm HAM IND WA scmx PLAN C BUS U W CON FIRE P ASSES COFO -