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Home My WebLink About1709 BUTTERS RD; ; CB940078; PermitBUILDING PERMIT Permit No: CB940078 03/18/94 08:12 Project No: A9400113 Job Address: 1709 BUTTERS RD Suite : Permit Type: SINGLE FAMILY DWLNG - DETACHED Parcel No: 156-052-34-00 Lot#: Valuation: 119,974 Construction Type: VN Occupancy Group: R3/M1 Reference#: Status: ISSUED Description: 1497 SF + 484 SF GARAGE 1s Applied: 01/19/94 Apr/Issue: 03/18/94 ,Page 1 of 1 Development No: Entered By: JPYP Appl/Ownr : STONE, ISADORE 619-729-8497 1011 CHINQUAPIN #D CARLSBAD,CA 92008 OWNER : STONE, ISAD 619-729-8497 1011 CHINQU *** Fees Required *** _______--------- _______--_------------ Fees : Adjustments: Total Fees: Fee description -__------------------ Building Permit Plan Check Strong Motion Fee Enter Number of EDU's 2400.00 Enter "Y" to Autocalc 2184.00 Y 2016.00 Enter "Y" to Autocalc T.1 390.00 Y 440.00 * BUILDING TOTAL 8614.00 Enter "Y" for P1 20.00 Y Each Plumbing Fixture or Trap > Each Building Sewer > Each Install/Repair Water Line > Each Water Heater and/or Vent > 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/Reloc Vent > * MECHANICAL TOTAL Construct Housing(Y/N)? > Enter Impact Fee > 11 1 1 1 1 2 100 1 4 2925 7.00 15.00 7.00 7.00 7.00 7.00 .25 9.00 4.50 77.00 15.00 7.00 7.00 7.00 14.00 147.00 10.00 Y 25.00 35.00 15.00 Y 9.00 18.00 42.00 2925.00 N CITY OF 2075 Las Palms Dr., Carlsbad, CA 92 PERMIT Qjj9-100 TION City of Carlsbad Building Department 2075 Las Palms Dr., Cartsbad, U 92009 (619) 438-1161 A - U Commercial U New Building U Tenant Improvement B - 0 Industrial 0 New Building 0 Tenant Improvement C -RResidential Apartment 0 Condo WSingle Family Dwelling 0 AdditiorVAlteratior 0 Duplex 0 Demolition 0 Relocation 0 Mobile Home 0 Electrical 0 Plumbing 0 Mechanical 0 Pool 0 Spa 0 Retaining Wall 0 Solar 0 Other 2. PRQJIXTINFORMATION Address Building or Suite No. I m. VAL I PIANCKDEFOSIT ‘ FOR OFFICE USE ONLY LEGAL t 0. u imsion am um r nit 0. ase 0. AAWC 1, I~rw(2LYd14607 -&a1 Calcs $2 Soils Report 0 1 Addressed Envelope , TING USE AE>’IDEUJ7/ A c P-E A61 , DQ ti L DESCRIPTION OF WORK SQ. Fr. I 9 7‘7 # OF SMRIES 0 tJ 6 tit ailrerent trom a~p~icant~ CITY STATE ZIP CODE DAY TELEPHONE CITY CAAC5Ij)A.O STATE c A ZIP CODE 7 2 do DAY TELEPHONE ’7 z? -9Y9 7 STATE LIC. # , Workers’ Compensation Declaration: I hereby attirm that I have a certiticate of consent to selt-insure issued by the Director ot 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. C). INSURANCE COMPANY POLICY NO. EXPIRATION DATE Certiticate of Exemption: 1 certity that in the performance of the work tor which this permit is issued, 1 shall not employ any person in any manner so as to become subject to the Workers’ Compensation Laws of California. DATE //i7/9 y Owner-Builder Declaration: I hereby attirm that I am exempt trom the Contractor‘s bcense Law for the tollowing reason: 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 (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 ap licant to a civil penalty o not more than five hundred dollars [SSOO]). 0 0 Business and Professions Code for this reason: SIGNATURE Mulincx;NLy ICR DATE /// 7 /s;y co 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? Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? IF ANYOF THE ANSWERS ARE YES, A FINALCERTIFJCAIE OF OCCUPANCY MAYNOT BE ISSUED AFlERJULY 1,1989uNLEss THEAPPUCANT HAS MT OR IS MEElTNG THE IUQUJREMWE OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POllxlTION CONTROL DISllUCT. I hereby attirm that there is a construction lending agency tor the pertormance ot the work tor which this permit is issued [Sec 309m I Ciwl Code). ~ 0 YES 0 NO 0 YES 0 NO 0 YES 0 NO LENDER’S NAME LENDER’S ADDRESS 1 certitv that 1 have read the aoolication and state that the above intormation IS correct. 1 asme to comolv with all Citv ordinances and State laws relating to building constructioh: I hereby authorize representatives of the City of Carlsbad to enter upon ;hi above mentibned property for inspection purposes. IAlsoAcREETosAvEIND~ANDKF~tIARMIEss~IECITYOFcruuSBADM;AIN~Au.~~~MENT$cosls AND EXPENSES WUQl MAY IN ANY WAY ACXXUE AGAINST SAID CITY IN CONSEQUENCE OF TIE GRANTING OF TIUS 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). APPLICANTS SIGNATURE DATE: 1 ,/ /?/y ,r ( I WHITE: File YELLOW Applicant PINK Finance FINAL BUILDING INSPECTION DEPT: BUILDING ENGINEERING FIRE PLANNING U/M WATER PLAN CHECK#: CB940078 PERMIT#: CB940078 PROJECT NAME: 1497 SF + 484 SF GARAGE 1s ADDRESS: 1709 BUTTERS RD CONTACT PERSON/PHONE#: MW/ISADOR/729-8497 SEWER DIST: CA WATER DIST: CA DATE: 06/28/94 PERMIT TYPE: SFD INSPECTED: APPROVED ~DISAPPROVED - ,,,PECT;F T/L DATE DATE INSPECTED: APPROVED - DISAPPROVED - INSPECTED DATE BY: INSPECTED: APPROVED - DISAPPROVED - FINAL BUILDING INSPECTION DEPT: BUILDING ENGINEERING FIRE PLANNING U/M WATER PLAN CHECK#: CB940078 PERMIT#: CB940078 PROJECT NAME: 1497 SF + 484 SF GARAGE 1s DATE: 06/28/94 PERMIT TYPE: SFD ADDRESS: 1709 BUTTERS RD CONTACT PERSON/PHONE#: MW/ISADOR/729-8497 SEWER DIST: CA WATER DIST: CA INSPEC$D DATE BY: INSPECTED: INSPECTED DATE BY: INSPECTED: APPROVED APPROVED APPROVED DISAPPROVED DISAPPROVED DISAPPROVED FINAL BUILDING INSPECTION DEPT: BUILDING ENGINEERING FIRE PLANNING U/M WATER PLAN CHECK#: CB940078 PERMIT#: CB940078 PROJECT NAME: 1497 SF + 484 SF GARAGE 1s ADDRESS: 1709 BUTTERS RD CONTACT PERSON/PHONE#: MW/ISADOR/729-8497 SEWER DIST: CA WATER DIST: CA DATE : PERMIT 0 6/2 8/94 TYPE: SFD DATE BY: ' INSPECTED: INSPECTED BY: INSPECTED: INSPECTED DATE BY: INSPECTED : APPROVED DISAPPROVED DISAPPROVED DISAPPROVED COMMENTS : U36T€i2 - OlC L CITY OF CARLSBAD INSPECTION REQUEST PERMIT# CB940078 FOR 06/28/94 INSPECTOR AREA PY DESCRIPTION: 1497 SF + 484 SF GARAGE 1s PLANCK# CB940078 TYPE: SFD CONSTR. TYPE VN JOB ADDRESS: 1709 BUTTERS RD STE : LOT: APPLICANT: STONE, ISADORE PHONE: 619-729-8497 CONTRACTOR: PHONE : OCC GRP R3/M1 OWNER: STONE, ISADORE PHONE: REMARKS: MW/ISADOR/729-8497 INSPECTOR SPECIAL INSTRUCT: TOTAL TIME: --RELATED PERMITS-- PERMIT# TYPE STATUS SE940008 ED ISSUED RW940050 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 ***** DATE 061394 051894 051094 051094 050994 050494 042694 042594 040694 040494 040494 DESCRIPTION Final Combo Sewer/Water Service Interior Lath/Drywall Gas/Test/Repairs Exterior Lath/Drywall Insulation Rough Combo Roof /Reroof Ftg/Foundation/Piers Ftg/Foundation/Piers Underground/Under Floor ACT INSP COMMENTS NR PY AP PD AP PY AP PY CA PY AP PY AP PY AP PY AP PY NR PY AP PY OK TO POUR #4 UFFER I Geotechnlcal Environmental Forensic Economics Ckll Tax Conslderatlons Land Planning and Management d 37848 Miwoci Avenue. Sure 380 C Oceanside. CA 92054 (6191 757-0751 CLltNI: T I TLE: -7n. ICCTI-r. -I, - KtWUtb I tU BY: MET W I TH: T I TLE: NOTICE LEFT WITH: SPECIAL CONDITIONS: OBSERVED THE: - APPROVED PER THE PLANS c] DISAPPROVED 0 SEE BELOW GENERAIL COMMENTS AND CONDITIONS OF APPROVAL: / NOT REQUIRED ADD J T I3NAI.. S I TE V I SIT: FOR 0 REQUIRED t Ic?URS ( 4-HOUR hi i N I MUM CHARGE ) PAGE -- OF ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 205 SAN DIEGO, CA 92123 (619) SWIMS . rhe plans transmitted herewith have been corrected whers 2ecessary and substantially com2ly with the jErisdiction's milding codes. The plans transmitted herewith will substantially comply with the jurisdictipn's building codes when ninor deficien- - cies identified belod are resolved end 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 sre being held at Esgil Corp. until corrected plans are submitted for recheck. The applicant's copy of the check list is enclosed for the jurisdiction to return to the applicant contact person. The applicant's copy of the check list has been sent to: Esgil staff did not advise the applicant contact person that plan check has been completed. Esgil staff - did advise applicant that the plan check has been completed. Person contacted: Date contacted: REPARKS: Ma-/+. Lh LVL thGt L-Q +ips 1% ,?lace Ph Irr- I I J By : 13 \/p-o Enclosures: ESGIL CORPORATId q3 . -. - .. ESGXL CORPORATION 9320 CHESAPEAKE DR., SUITE 208 SAX D1 EGO, CA 92 123 (619) 560-1468 I The plans transmitted hereuith have been corrected where building codes. 0 necessary and substantially cca?ly with the jurisdiction's The plans transmitted herewith will substantially comply 0 with the jurisdiction's building codes when inincr deficien- - cies identified are resolved and checked by bQilding department staff. The plans transmitted herewith have significant deficiencies identified on the enclosed check List and should be corrected and resubmitted f0r.a complete recheck. The check list transmitted herewith is for your information. The plans are being held at Esgil Corp. until corrected plans are submitted for recheck. . ,- 0 The app3.ican.t'~ copy of the check list is enclosed for the 0- jurisdiction to return to the applicant contact person. plicant's copy of the check list has been sent to: .. . . ' ._ - :. . .. - lo/ I C/flhIn uAPlN I APT /> CR PO@ - Esgil staff did not advise the applicant contact person that plan check has been completed. Esgil staff - did advise applicant that the plan check has been completed. Person contacted: .- . . ... ..... 0 Date contacted: Telephone # REMARKS : By : BAV I D '(A 0 Enclosures: . ESGIL CORPORATfON v&, - . ... . .. . - ._ PLAN CHECK NO: q4 -I78 ~ JURISDICTION: CITY OF CMLSBAD ENCLOSURES: - HEIGHT: . __ - REMARKS: PLAN CORRECTION SHEET CITY OF CARLSBAD SINGLE FAMILY AND DUPLEX DWELLINGS FOREWORD: PLEASE READ Plan check is limited to technical requirements contained in the Uniform 3dilaing Code, Giniforin r"lurrbing Code, Uniform Mechanical Code, National Electrical Code and state laws re,-ulztir,g energy conservation, noise atcenuzticn and access for the handicapped. The plen check is based on regulations enforced by the Building Inspection Department. You may have other corrections based on laws and ordinances by the Planning Department, Engineering Department or other departments. Present California law mandates that residential construction comply with Title 24 and the following model codes: 1991 UBC (eff. 8/14/92) 1991 UPC (eff. 8/14/92) 1990 NEC (eff. 7/1/91) 1991 UMC (eff. 8/14/92) The above regulations apply to residential construction, regardless of the code editions adopted by ordinance. The circled items listed need clarification, modification or change. All items have to 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. ~ Date plans received by jurisdiction: this list (Or a CODV) where each correction item has been addressed i.e., plan sheet. s to enclose the marked UD list when VOQ submit the revised Dlans. - %-ZF - -- - -, $49 -~ ---.".-- ~ -- -- --- - - Date plans received by Esgil Corporation: completed: Applicant contact person: NOTE: PAGE "UMBERS ABE NOT IN SEQUENCE AS PAGES HAVING NO ITEMS NEEDINQ COILILECTIONS WERE DELETED. List No. 2, Carlebad Single Family Dwelling and Duplex With All Supplements. (1991 UBC) . . i. 7 e 5 PWJS please make all correctiozs on the original tracings and submit two new sets of prints, to: zsgil Corporation, 5320 Chesapeake Drive, Suite $208, San Diego, California 92123, (619) 560-1468. please make all corrections on the original tracings and submit two new sets of prints, to: The jurisdiction's building department. 3. Indicate on the Title Sheet of the plans the name of the legal owner and name of the person resDonsible for the preparation of the plans. Section 302 (a) 7. 4. All sheets of plans must be signed by the person responsible for their preparation. (California Business and Professions Code). Plans, specifications andcalculations 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 /- 0 -0 - Code) . __ I. . Specify on the Title Sheet of the plans the gross floor area of each element of this project, including dwelling, garage, carport, patio, deck 7. Provide a statement on the Title Sheet of the plans that this project shall comply with Title 24 and the 1991 UaC, UMC and UPC and 1990 NEC. f -- 0 -_ _L_ -ixi -T --- _-- and- balcony.- Section 302 (d) . . Submit fully dimensicned plot plan, drawn to scale, showing location, size, and uses of all existizg an3 propcsed structures on the lot. Identify prqerty lines 333 ch~w lct dimensions and all easements. Sect ion 302 (d) . Indicate distance from property lines to the proposed building. Section 302 (d) . . On the cover sheet of the plans, specify any items requiring specie1 inspection, in a format similar to that shown below. Section 302(c). / RSOUIRSD SPECIAL INSPECTIONS In addition to the rewlar inspections, the following checked items will also require Special Inspection in accordance with Sec. 306 of the Uniform Suilding Code. i ITEM REQ. IF REmRIG I CHECKED SOILS COMPLIANCE PRIOR TO FOUNDATION INSP. STRUCTURAL CONCRETE OVER 2500 PSI PRESTRESSED STEEL FIELD WELDING HIGH STRENGTH BOLTS EXPANSION ANCHORS SPECIAL MASONRY SPRAYED-ON FIRE PROOFING PILES/CAISSNS DESIGNER-SPECIFIED OTHER .. 11/18/93 2 .. . .. . show on the title sheet all structures, pools, walls, etc. included under this application. my portion of the project shown on the site p!an that is n3t ~zcTu~?~ with the building permit application filed should be clearly identified as "not included. 'I Clearly show if the lower level is a besemsnt or a story, based on the definitions in Sections 403 and 420. Plot the finish grade (2s defined) on the elevations and dimtnsion the distance to the floor above, for story determination. /- P 1' 4 FIRE PROTECTION . Exterior walls closer than 3 feet tO property lines shall be one-hour rated construction and have no openings. Table 5-A. 4,- Exterior walls closer than 3 feet to a property line shall have 30 inch parapets when the floor area per floor exceeds 1,000 square feet. See Section 1710 for possible exception. . Projections, including eaves, may not extend more than 12 inches into the 3 foot setback from the property line. Section SO4 (b) . 16. Eaves over required windows shall be -- -. not less than 30 inches from the side and rear property lines. Section SO4 (a). -- I/.- Project ions I including eaves, shall b-e one-hour fire-resistive construction,- heavy timber or of noncombustible material if they project into the 3' setback area from the property line. Section 1711. Plastic skylights shall not be installed within that portion of a roof located within a distance to property line where openings in exterior walls are prohibited or required to be protected. Section 5207 (ai 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. In the basement, if part of the dwelling unit. When sleeping room are upstairs, at the upper level in C~COP proximity to the stair. ,f. in rooms adjacent to hallways serving bedrooms, when such rooms have a ceiling height 24 inches cr more above che ceiling hei2.h.t in the hallway. NOTE: Detectors shall sound an alarm audible in sleeging areas cf the unit. Section 1210 . When the valcracion of 3 roam addition or repair exceeds SI, OGO, or when sleeping rooms are created, smoke detectors shall be provided per item 19 above, exceDt that smoke detectors added at existing construction need only be battery powered. Section 1210. ./ c.? each SZG1-y. J GENERAL RESIDENTIAL REQUIREMRNTS . Habitable rooms, other than kitchens, shall contain at least 70 square feet of floor area. At least one room shall have not less than 120 square feet of floor area. Section 1207 (b). 26. No habitable room, other than a / kitchen, shall be less than 7'0" in any dimension. Section 1207 (cl. . Sleeping rooms shall have a window or exterior door for emergency exit. Sill height shall not exceed 44" above the floor. The window must have an openable area of at least 5.7 square feet with the minimum openable width 20" and the minimum openable height 24". Section 1204. . Basements in dwelling units shall comly with the above (even if not designated as sleeping rooms). Section 1204. # P . . .. - ___ . . . Window area must be at least 1/19 of the floor area and a minimum of 10 square feet per Section 1205 (b). Appears to be deficient in @enable window area in habitable rooms must be 1/20 of the floor area and a minimum of 5 spare feet. In bathrooms, laundry rooms and similar roams, 1/20 of area is required and minimum is 1.5 sq. ft. Section 1205 (c) * At least 1/2 of ;he comriroa well must' be open and have 8;1 opening not less than 25 sq. ft., nor one tenth of the floor area of the interior roon, if light and ventileticn is being supplied from an adjacent room. Section 1205 (a). Required windows shall not open into a roofed porch unless the ceiling height is at least 7 feet, the longer side is at least 65% open, and the porch abuts a street, yard or court. Section 1205 (a). Provide mechanical ventilation capable of providing five air changes per hour in bathrooms , water closet compartments, laundry rooms and similar rooms if required openable windows are not provided. Section 120s (c). 30. Note that the discharge point for exhaust air will be at least 3 feet from any opening into the building. 0 . .- - - ~- Section 120S(c). - Ductless fans cannot be used in bathrooms if a tub or shower is present. Section 1205 (c) . Show that ceiling height for habitable rooms is a minimum of 7'6". Section 1207 (a). Show seillns he:skz for :sc,~:-~- rooms, hallways, corridors, and bathrooms is a minimum of 7'0". Section 1207 (a). Dimefision on the plans 30" clear width fcr water closet compartments and 24" clearance in front of water clcset. Section 511 (a). Show safety glazing in the following locations, per Sect ion 54 06 (d) : I a. b. C. Where the neerest edge of glazing is within a 24-inch arc of either side of a docr in a closed position (unless there is an intervening wall between the door and the glazing or if the glazing is 5'-0" or higher above the walking surface). Glazing greater than 9 square feet with the Sottoin edge less than 18" above the floor and the top edge greeter than 36" above the floor (unless the glazing is mDre than 35" horizontally away from walking surfaces or if a complying protective bar is installed). Glazing in shower and tub enclosures (including windows within 5 feet of tub or shower floor) . Walls and floors separating units in a duplex shall be of one-hour fire- resistive construction. Provide details of the assemblies. Section 1202 (b) . A mezzanine is an intermediate floor and may not have a floor area exceeding 33 1/3 percent of the total floor area in the room below. The mezzanine floor must have a clear height of 7 feet, above and below, and must have the long side open to the room below except for posts and protective walls or railings not exceeding 44" in height. Section 1717. The loft you show does not comply as a mezzanine floor and is, by Uniform Building Code definition, a story. Section 1717. Dwellings used for daycare for 7 to 12 children shell comply with the spc:t- regcFrsasnts h C>s?:er i2 of Title 24. .- .. .. . .:. .- - . . . __ . .- . .. - -. ._ . Exterior stairways shall not project into the 3 foot setback from the property lines. Section 3305 (m) . The walls and soffits of the enclosed usable space under interior stairs shall be protected on the enclcsed side as required for one- hour fire-resistive construction. Section 3306 (1). xithin units, show that corridors have a minimum width of 36 inches. Section 3305 (b). ROOFING Specify roof slope. Xocf slope is not adeqaie for roof typ saecified. Table 32-3, 3 and - L. Specify roof material and application. Chapter 32. Specify I.C.B.O. or U.L. approval number for roof materials not covered in U.B.C., e.g., tile, etc. Section 107. Specify minimum 1/4 inch per foot roof slope for drainage or design to support accumulated water. Section 3207 (a) and Section 2305 (f) . Show roof drains and overflows. Section 3207. Provide skylight details to show compliance with Sections 3401 and 5207 or provide I.C.B.O. approval number. x z-..;ad - -. . -" - -- - Plastic skylights must be separated from each other by at least 4 feet, unless they are over the same room and their combined area does not exceed 100 square feet (or 200 square feet if the plastic is a "CCI" material). Section 5207 (a) 6. Show attic ventilation. Minimum vent area is 1/150 of attic area (or 1/300 of attfc ere= if at least 5C% of the required vent is at ieast 3 feet above eave vents or cornice Note on the plans: "Attic ventilation openings shall be covered with corrosion-resistant metal mesh with mesh openings of l/l-inch in dimension." Section 3205(c). CONCRETE A!! WiSONRY provide fireplace construction details or note construction to be per attached fireplace standard drawing. Chapter 37. Show anchored veneer support and connections attached to wood in Seismic Zones 3 and 4, comply with Section 3006 (d)l and Section 2515 (a). Show ties and #9 wire in horizontal joints, etc. Show height and construction detaiis of all masonry walls. Chapters 24 and 26. Show floor and roof connections to masonry and concrete walls. Connection shall resist 200 pounds per lineal foot or the actual design load, whichever is greater. Cross grain tension or bending in wood ledgers is not permitted. Section 2310. GARAGE AND CARPORTS Garage requires one-hour fire protection on the garage side of walls and ceiling common to the dwelling. Table 5-B, Section 503 (d) . All elements supporting floor above garage, including walls supporting floor joists. must have one-hour fire-resistive protection on the garage side. Section 503 (b) Show a self-closing door, eitherk 3/8" solid core or a listed 20- minute assembly, for openings between garage and dwelling. Section 503 (a). 7 into a room used for sleeping purposes. Section 1104. vents). Show area required and area provided. Section 3205 (cl. 3- Ibff~.24" y'pafl Pt781.( h VPd- ? fl Clnu -mVP / . - . -. . - . . . .. .. . Pn occupancy separation is not required between carport and residence, provided the carport is open on two or more sides and has no EiiClGSed USeS hbove. SeCLion 553 (a) Exception 3. Show garage framing sections, size of hea3er over garage openir?g, lateral crcss bracing at plate line, method bracing garage front and holddowns if re~pli-d . Chapter 23. !JOTS: Meximum shezr,panel height-to- width ratio'*is 3-1/2 to 1 for plywood. Table 25-1. Doors may open into the garage only if the floor or landing in the garage is nct more than one inch lower then ihe doer threshold. Section 3304 (i). Provide an 18" raised platform for any FAU, water heater, or other device in the garage which may generate a flame or spark. UMC Section 508, UPC Section 1310 (a). FOUNDATION REQUIREMENTS Per soils report, note on the plan the soils classification, whether or not the soil is expansive and note the allowable bearing value. Section 2905 (c). The foundation plan does not comply with the soils report recommendations for this project. Please review the report and modify design, notes and details as required to show compliance:- - . -.. - - . -- 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 thzt: 1. The building pad was prepared in accordance with the soils report, 2. 3. The utility trenches have been prcperly backfilled and compacted, and The foundation excavztions, rne soils expansive characteristics an3 bearing capecity confcra to the soils report." Provide a letter from the soils engineer confirming that the foundation plan, grading plan and specificstions have been reviewed and thet it hes been determined rtat the recommendations in the soils report are properly incorporated into the constructiox documents (when required by the soil report). Show height of all founeation walls. Chapter 23. Show height of retained earth on all foundation walls. Chapter 23. If cut or fill slopes exist, show distance from foundation to edge of cut or fill slopes and show steepness and heights of cuts and fills. Chapter 29. Note on plans that wood shall be 6" minimum above finish grade. Section 2907 (a). Note on plans that surface water will drain away from building and show drainage pattern and key elevations. Section 2905 (f). Dimension foundation per U.B.C. Table 29A: 1 6" 12" 12" 6" 2 8'' 15" 18" 7 '1 3 10" 18" 24" 8" *Foundations may support a roof in addition to the floors. Where only a roof is supported, use foundation for one f oor. L. Show foundation sills to be pressure / treated, or equal. Section 2516 (c) 3. 11/17/93 7 Show foundation bolt size and spacing. Section 2907 (f). Specify size, I.C.B.O. number and zzxfzctxrer sf ?mer drive2 p5r.s and expansion anchors. Show edge end end distances and spacing. section 392 id). If required, show size, embedment and location of hold down anchors on foundation plan. Section 302 (d). If hold downs are required, note cn plan that hold down anchors must be tied in place prior to foundation inspection. Section 305 (e) 1. Show adequate footings under all bearing walls and shear walls. Section 2907 !D) . $eoJe 4i-3- (7) . Show on the plans details for stepped footings steeper than 1:lO. Section 2907 (c). Show minimum 18" clearance from grade to bottom of floor joists and minimum 12" clearance to bottom of girders. Section 2516 (c) 2. Show pier size, spacing and depth into undisturbed soil. Table 29-A. Show minimum underfloor access of 18" x 24". Section 2516 (~12. Show minimum underfloor ventilation equal to 1 sq. ft. for each 150 sq. ft. of underfloor area. Openings shall be as close to corners as practical and shall provide cross In 2-story buildings, shear panels at the first story (at least 40 inches in width) shall be located at each end or as near thereto BS pcsslk-le 2nd cc-Frise et leesf 25 percent of the linear length of the wall, or provide design. Secticn 2517 (2) 3, Table 25-V. 100. Note C~CSS bridging or blocking. Floor joists a2d rafters 12" or / more in depth shall be supporctd laterally by bridging at intervals not exceeding 8 feet, unless both edges are held inline. Sec. 2505 (h) . 101 Show blocking at ends and at supports of floor joists, rafters and trusses at exterior walls. Secticn 2517 (6) 3, 2517 (h) 7. . Bearing partitions, perpendicular to joists, shall not be-offset from supporting girders, beams, walls or partitions, more than the depth of the joist. Section 2517 (d) 5. 1 3. Show rafter ties. Rafter ties shall be spaced not more than 4 feet on center and be just above the ceiling joists, where rafters and ceiling joists are not parallel. Section 2517 (h) 5. less than 45 degrees to the horizontal. Section 2517 (h) 6. 48" lap splice. Section 2517 (g) 2. 1 r 0 ;9" /B Show rafter purlin braces to be not Show double top plate with minimum ---*-.:-- ventilation on . at least two --I___? approximately - opposite sides. . Show nailing will be in compliance with Table 25-4. J ..-- I - Section 2516 (c) 6. FSUMING Show wall bracing. Every exterior wood stud wall and main cross-stud partition shall be braced at each end at least every 25 feet of length with 1 x 4 diagonal let-in braces or equivalent. Section 2517 (5) 3, Table 25-i'. 1 7. Show or note fire stops at the 9 following locations per Section 2516 (f): a. In concealed spaces of stud walls and partitions, including furred spaces, at the ceiling e25 floor levels and at 10 foot L-'=er--&:s 53:h --SI- %.-A L&CZl .. 2nd horizontal; 11/17/93 8 b. At all interconnections between concea 1 ed vertical and horizontal spaces such as occur at soffits, drop ceilings and c. In concealed spaces between stair stringers at the top and bOiKOm of the run and between studs along and inline with the run of stairs if the walls under the stairs are unfinished; d. In openinss around vents, pipes, ducts, chimneys, fireplaces and similar openings which afford a passage for fire at ceiliq end floor levels, with noncombustible materials. e. At openi3cs between attic spaces snd chimney chases for factory-built chimeys. 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 2516(f)4. CCVl celli2;s; Show stud size and spacing. Maximum allowable stud heights: Bearing wall: 2 x4 and 2 x 6 max. 10'; Non-bearing: 2 x 4 max. 14', 2 x 6 max. 20'. Table 25-R-3. Studs supporting two floors, a roof and ceiling must be 3 x 4 or 2 x 6 at 16" O.C. Table 25-R-3. Note on the plans that an A.I.T.C. Certificate of Compliance for glued laminated wood members shall be given to the building inspector prior to installation. Section 2505. Detail all post-to-beam and post- to-footing connections and reference the detail to the plan. Section 2516 (m). Detail shear transfer connections, including roof and floor diaphragms, to shear walls. Section 2513. I 1 4. Specify nail size and spacing €or all shear walls, floor and roof diaphragms. Indicate required blocking. Maintain maximum I a 1 5 p?. r s cjn TBt ios. [Tables 25 I, J, K and Section 4714 (fill. 115. Prcvide tmss details an8 truss calculations for this project. Specify truss identification numbers on the plails. Show clearance between top plate of interior partitions and bottom chord of trusses. (To ensure non- Searing ccndition between supports as designed). . Prcvide roof framing plzn and floor .. d i r8e t s i an / 0 @ I.' framing plan. Section 302 (dl. Provide framing sections through Section 302 (a). 119 Specify all header sizes for openings over 4, wide. Section 2517 (9) 5. . Provide calculations for main vertical and horizontal framing members and footings. Section 302 (b) . 1 1. Provide calculations for lateral loads, shear panels, shear transfer and related. Section 302 (b). 1 2. In Seismic Zones 3 and 4, the allowable shear wall values for drywall in Table 47-1 must be reduced 50 percent when considering earthquake loads. This does not apply to wind loads. Footnote 1. 1 3. Show on the plans all structural requirements developed in the structural calculations. Section 3C2 (d). (See comments below or at e:;?i. ) 0 ? f f f 11/17/93 9 columns and posts located on concrete or masonry floors or decks exposed to the weather or to water splash or in basements and which supgort prrr,ar,er,t structiires s;rBir be supported by ccncrete piers or netal pedestals projecting 1" miniman above floors unless apprpved wood of natural resistance to aecay cr treeted wood is nsed. Section 2516 (c) 4. Individual concrete cr masonry piers shall poject 6t least 8 inches above exposed ground unless the columns or posts which they support are of approved wood cf natural resiscance to decay or treated wood is used. Section 2516 (c) 4. . .. Show location of attic access with a minimum size of 22"x30", 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 3205 (a) . Detail truss layout for 30" x 30" attic access, if required for equipment in the attic and detail 30" x 30' clearance through truss webs. Specify plywood and/or particle board thickness, grade and panel span rating. Tab3e- 25-S. A- Qh,-- .%_- . - _I I -- 129;; When roof Ditch is less than 3:12, / design ridke as a beam. *Section 1 0. Ridges, hips, and valleys shall be at least one size larger than supported rafters. Section 2517 (h) 3. In open beam construction, provide strap ties ~C~ZES the Seams Et the ridge suppoz:. Seccitn iSCi (3). 2517 (h). P f. If foundation cripple wall studs are less than 14" high, frbming shall be solid blocking, or sheathed with plywood. Section 2517 ig) 4. 33. Cripple wall studs exceeding 4 feet in height shall be 3 inch by 4 inch or 2 inches by 6 inches when supporting 2 stories. Section 2517 @ Note on the p1ar.s that "all weather-exposed surfaces shall have a weather-resistive barrier to protect the interior wall covering ad that exterior optninss shall be flashed in such a manner as to make them weatherproof". Section 1708. (g) 4. J KECI.IANIcAL (IMIPORM MGC€??ICAL CODE) All heating, ventilating, and cooling systems and appliances shall comply with the Uniform Mechanical Code. Show the size, location and type of all heating and cooling appliances or systems. 1 6. Every dwelling unit shall be provided with heating facilities capable of maintaining a room temperature of 70 degrees F. at 3 feet above the floor in all habitable rooms. Show basis for compliance. UBC, Sec. 1212. closet or alcove must be 12 inches wider than the furnace or furnaces being installed. UMC Section 704. 8. Show minimum 30' deep unobstructed working space in front of furnace. Section 505, UMC. 1 9. Furnace shall not be installed in any bedroom, bathroom or in a closet or confined space with access only through such room unless specified as direct vent appliance, enclosed furnace or electric heatrng applience. Section 7C4 , iRylC. 0. Show source of combustion air to J Note on the plans that the FAU P furnace, per Chapter 6, UMC. 11/17/93 10 Show access equipment to be minimum 30 inches by 30 inches. The opening may be 22 inches by 30 inches if the equipmenc can be removed Lhrough such opening. Section 708, UMC. -42. Note thac ptssagevay to the attic furnace shall be unobstructed and have continucus solid flooring not less than 24 inches wide, not mor2 than 20 feet in length through the attic. Section 708, UMC. Show permanent electrical outlet end lighting fixture controlled by a switch for furnace located in attic or underfloor space. Section 1 4. Show details to comply with Section 709 for furnace under the floor, or Section 710 for roof or outside furnace. . Show I.C.B.O. approval number for prefab fireplace. Show height of chimney above roof per I.C.B.O. approval or Table 37-B. . Note on the plans that approved spark arrestors shall be installed on all chimneys. Section 3703 (h) . Note on plan: Gas vents and non- combustible piping in walls , passing through three floors or less, shall be effectively draft stopped at each floor or ceiling. UBC, Section 1706 (c) 1 ‘) Provide dryer vent to outside. The 90-degree elbows;, UMC, Section 1903. to the attic containing J 708 & 709, WJC. f --- -+ --_- ’,$ “2 maximum length is 14 feet with two -- --L --- ELECTRICAL (NATIONAL ELECTRICAL CODEL, All wiring shall comply with the National Electrical Code. Show on the plan the amperage of the electrical service, the location cf the service panel c-13 the locaticn of any sub-panels. if service is over 200 amps, submit single line diagram, panel schedule and load calculations. Note on the plans that receptacle outlet locations will comply with 1990 NEC Art. 210-52(a). Show on the plans thar: countertop receptacle outlets comply with 1990 NEC Pxt. 210-52 (c), which reads es follows : In kitchens and 5ining areas of dwelling units a receptacle outlet shall be installed at each counter space wider than 12 inches. Receptacles shall be installed so that 20 point along the wall line is more than 24 inches measured horizontally fron a receptacle outlet in that space. Island and peninsular countertops 12 inches or wider shall have zt least one receptacle for each four feet of counter top. Counter top spaces separated by range tops, refrigerators, or sinks shall be considered as separate counter top spaces. Receptacles rendered inaccessible by applisnces fastened in place or appliances occupying dedicated space shall not be considered as these required outlets. Dwelling Unit Receptacle Outlets Counter Tops 21@52(cJ U 2. Show on the plan that receptacle outlets in hallways comply with 1990 NEC Art. 210-52 (h) , which reads as follows: For hallways of 10 feet or more in lenpth at least one recqtacle ouclet shail be reeked. .-. y /. Show on the plan that ground-fault circuit-interrupter protectior\. complies with 1990 NEC Art. 210-8, which reads as follows: All 125-volt, single-phase, 15- and 20- ampere receptacles izstalled in bachrooms, garages, basements, oucdoors and within 6 feet cf a kicchen sink. PLUMBING (UNIFORM PLUMBING CODE) / Show water heater size, type and location on plans. UPC, Section 1301. Note on the plans that "combustion air for fuel burning water heacers will be provided in accordance with the Uniform Plumbing Code". Fuel combustion water heater shall not be installed in clothes closets, in a bathroom or bedroom, or in a closet opening into bathroom or bedroom. UPC, Section 1309. Provide adequate barrier to protect water heater from vehicle damage. An 18" platform for the water heater does not satisfy this requirement. UPC, Section 1310. Show T and P valve on water heater and show route of discharge line to exterior. UPC, Section 1007 (e). Show that water heater is adequately braced to resist seismic forces. UPC. Section 1310. -..a- u- - - r_-_ - .. 1 0.- Show shower stall can accommodate a 30" circle and has a minimum floor area of 1,024 sq. in. UPC 909 (a). 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 Stsdard 2112.1.0.2, 2nd urinals and associated flusnometer valves, if any, shall use no more than one gallon per flush and shall meet performance standards established by the American P ;/".- I+. P- National Standards Institute Standerd p.112.19.2. H & S Code, Section 17921.3 (b) . NOISS INSULATION (DUPLEXES) Show details of Buplex connicn (party) walls and f loor/ceiling essemblies to achieve a Sound Transmission Class (STC) 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. Title 24. Provide insulation in walls and ceiling to achieve STC of 50 between garage and living area if garage use is not controlled by resident. Title 24. ENERGY CONSERVATION NOTE: Plans submitted after January 1, 1993 must comply with the new energy standards. +. y6. +. Provide plans, calculations and worksheets to show compliance with current energy standards. The regulations require a properly completed and properly signed Form CF-1R to be either imprinted on the plans, taped to the plans or "sticky backed" on the plans, to allow the building inspector to readily compare the actual construction with the requirements of the approved energy design. All energy items shown on the plans must be in agreement with the information shown on the properly cmyleted form ZF-1E. 11/17/93 12 .. . Specify on the buildins Dlans all of the mandatory energy cczservaticn requirements as listed on the enclosure titled, "Mandatory Measures Checklist." Show the make, model and Efficiency of the space heating (or cooling) system. For room additions, show compliance with the energy standards. See attached. Provide fluorescent general lighting (40 lumens per watt) in kitchen(s1 and bathrooms. Provide a ncte on che plans stating "All new glazing (fenestratiorx) will be installed with a certifying label attached, showing the U-value." CARLSBAD S . F. D. & DUPLEX SUPPLENEXT Energy conservation design shocld be for Zone 7. For gas piping under slabs that serve kitchen island cooktops, see the attached Policy 91-46 for special sleeve and clean-out requirements. 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 direct1 below the most south facing roof?- (City Ordinance No. 8093). ~11 piping for ;resent or future solar water heating must be insulated when in areas that are not heated or cooled by mechanical means (city policy). Incor orate the waterproofing detaiys, on TTS attEzhe5 ?:1Lcy 80-8, where interior living space occurs below grade at the masonry wall(s1. Show on the Title Sheet on the plans, the information required by the attached Developmental Services Sheet 112383. All new residential buildings, including additions, require a soils report. Please submit two copies. Zxception: If a room addition is limited to one story and 1000 sq. ft. in area, then a soils report is not required. Esgil Corporation will advise the City to place their soils notice stamp on the plans. All structures require a Class 3 roof covering, except room additions. if a room addition covers all of the existing building (2nd story addition), then the above exception doesn't City Ordinance 9792 requires two parking spaces/unit with clear area of 20'x20' 1.e. no washing machines, etc. Show compliance. Overflow roof drains shall terminate in an area where they will be readily visible and will not cause damage to the building. If the roof drain terminates through a wall, the overflow drain shall terminate 12" minimum above the roof drain. Policy 84-35. SFPlY - MISCELLANEOUS Please see additional corrections, or remarks, on the following page. To speed u the recheck process, list 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. Have chanaes been made to the note on t R is (or a copy) plans not- resulting from this ccrrectlor: 1:s',? ?LLCC= ixdicrtc: Yes No 11/30/93 13 The City of Carlsbad has contracted with Esgil Corporation located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123; telephone number of 619/5CO-1468, to perform the plsn check for your project. If you have any TJestions regarding these plan check itsms, please contact 1 AIA 0 at ‘Esgl”1 Corporat Yon. Thank you. .- . 11/19/93 14 ._-- z-*-<=- - - - I? ,. _- . Mandatory Measures Checklist: Residential MF-1 R tJOTE: Lowrise residentid buildings subject io the Slanda& must contain these measures regardless of the compliance qproach used. Items marked with an asterisk (*) may De superseded by mo:e stringent compliance requi:emen!s listed on the Certificate of Compliance. When this checklist is incorporated into the prmit documents. the features noted shall be considered by all parties as binding minimum component perlormance specifications for the mnda!ory measures whether they are shewn elsewhe:e in the documents 31 on !his chedtlist only. DE SC R IPTION 1 DESIGNER 1 ENFORCEMENT' . Buildlng Envelope Measures I I = 51 5O(a): Minimum Re19 txifing insulation. . $1 5Ojb): Loose M 'mulation manufacturer's labeled R-value. * §ljO(c): Minimum R-13 wll insulation in framd walls (dws not qply to exterior mass walls). I $1 x)(d): Minimum R-13 raised floor insulation in frarned fimrs; minimum R-8 in ancele raised fimrs. $1 50(1): Slab edge insulation -water &sorption rate no greater than 0.3%, water vapr fulsnision rate no greater than 20 permil& 81 18: Insulation sp5fid or ins'al4 meets Cdlfornia Enemy Co;nmision quality sk-idards. Indicate type and form. $1 16-1 7: Fenestration Producls, Exterior Doo!s and InfilDatiorVExfilhation Controls a. Doors and windws behvm mnddoned and unmndib'md s~ss design4 lo linil air lezkage. b. Manufactwed fenestration products have label with cerofred U-value, and infiltration ceriification. c. Exterior doors and windows weatfierstrippd; all joints and penetrations caulked and sealed. ._-. $1 5O(g): Vapor barriers mandalory in Chle Zones 14 and 16 only. §lso(f): Spedd mfiltration barn" ktalted to comply with $151 meek Commission quality standards. 51 we): InstaUah of Fireplaces, hative Gas AppFknces and Gas Lg __ 1. MasMvy and factory-built iireplass have: a Ctoseable metdor gbw dax . c Flue damper and conbd 2 No mtjnuous burning gu pibk abed. b. outside air infake with damper and onbd 1 Space Conditioning, Water Heating and Plumbing System Measures $1 10 -13: WAC esUipment water heaters, showerheads and faucets certified by the Commission. $1 so(i): Sew thermos+& on a0 appIiie heating systems. §lsoQ: PipeandTankInnrlation 1. indirect hot water tanks (e.g., unfired stwge tanks or badaq sob hot Wer tanks) have insulation . - blanket (R-12 or greater) OT combined interiorlexteriar insuhtion (R-16 or greater). 2 Fust 5 feet of pipes dosest to water healer tank, non-redrwlating systems. insulated (R-4 01 grealer). 3, ~bu_ried_#exposed piping insulated in redrcdatjng sectiw ol hdwater system 4. Coori system piping below SSOF insulated. - . - 5. Piping 'nsvhled between heating source and in&& hot water tank. 1. Ducts mtritded, instaAed and sealed to mplywith UMC Sedions 1002 and 103: ducts insulated 2. Exhaust fan systems have backdraft or aulomatic dampers 3. Gravity venbi systems serving conditioned space have either automatic or readily accessible, $1 Wm): Ducts and Fans to a minimum installed value of R-4.2 01 ducts endosed entirely within conditioned spce. manually operated dampers.. $1 14: Pool and Spa Heating Systems and Equipment 1. System is no e1ect.k rekzice heating and nz piio: ii3ht 2 System is 'utstalled with: a At least 36' pipe behveen filter and healer for future solar heating. b. Cover for outdoor pods 01 outdoor spa 3. Pod system has direcb'onal inlets and a dr~Iati~ pump time m'tcll. with 78% therma! effisency, owff swilcfi, weathepool a.x:ating instruc@~ns, $1 15: Gas-lited cenbd furnace, pod heater, spa healer 01 household cookhg applii have no ontinuousty burq pilot light (!Exception: Non-elecbica! cooking appliance with piit < 1 SO Etu/hr.) Llghtlng Measures §lSO(k): 40 lumenshatt 01 greatw tor genera! rghting in kithens and rooms with waler dcsek; and recessed ceiiii fixtutes IC (iiulation mer) approved. Revlsed January 1992 ..- -I - I Date; Jur isd ic tion CABLSBBIZ__-- Prepzred by1 0 Sldg. Dept. 0 Esgil 1 I I - Air Conditionine I I -@ 7.- -Commercial . - 1 Res id entia1 @ I Res. or Comm. .. fire Sprinklers @ & I i Totzl Value ?f/w ph;t Tph'G;ftc- ' . 13 Building Permit fee f- S 709- . 16 46/ - Plan Check Fee S s COHHENTS: SHEET / OF \ 12/87 G PLANCHECK CHECKLIST PIANCHECK NO. 7% 78 BUILDING ADDRESS: PROJECT DESCRIPTION: flpd J5h - ASSESSOR’S PARCEL NUMBER: 1x6- 0 r2-3 ,f EST. VALUE (\? ?<+ 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 ai! comments attached, as failure to comply with instructions in this report can result in suspension of permit to build. DENIAL Please see the attached report of deficiencies marked with @. Make necessary corrections to plans or specifications for compliance with applicable codes and standards. Submit corrected plans and/or specifications to this office for review. Date: Date: By: Date: AlTACHMENTS 0 Dedication Application Dedication Checklist 0 Improvement Application 0 Improvement Checklist 0 Future Improvement Agreement CONTACT PERSON NAME: ADDRESS: ?HONE: P:\doco\chklst\bpl .frm REV 6/5/92 2075 Las Palmas Dr. Carlsbad, CA 92009-1 576 - (61 9) 438-11 61 - FAX (61 9) 438-0894 BUILDING PLANCHECK CHECKLIST SITE PLAN 1. Provide a fully dimensioned site plan drawn to scale. Show: North Arrow D. Property Lines Easements %, 6: Existing & Proposed Structures E. Easements QC. Existing Street Improvements 0 F. Right-of-way Width & Adjacent Street# d 0 2. Show on site plan: Drainage Patterns Existing Topography Existing & Proposed Slopes 563uGBHb3. Show on a section drawing or include a note stating that there is a minimum of 6" difference between the finished floor and the finished grade elevation adjacent to the structure. 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)." 0 4. 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.). @ d 0 5. Include on title sheet- - Site address Assessor's Parcel Number Legal Description For commercial/industriaI 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 REV 6/5/92 BUILDING PLANCHECK CHECKLIST DISCRETIONARY APPROVAL COMPLIANCE 6. gJ 2gk3rdJ 0 Project does not comply with the following Engineering Conditions of approval for Conditions were comp ied with by: Project No. @&- 734 2r /c? /d @/79 2(~ p&/z‘&!#d,~,&kE= 4/kzdJ”c’Ic 77 Pp Date: 0 0 7. 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 far 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 arid the requirements on the checklist at the time of resubmittal. Dedication completed by Date: IMPROVEMENT REQUIREMENTS 8a. All needed public improvements upon and adjacent to the building site must be constructed at time of bugding construction whenever the value of the construction exceeds$ -5 0. OOT) 9 -pursuant to Code Section 18.40.040. 0 0 D&a#4 sda- ents required as follows: 4% A=ie& djLY’ @ 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\docs\chld.l\bp0001 .frm Page 2 of 4 REV 6/5/92 BUILDING PLANCHECK CHECKLIST 1stJ 2ndJ 3rdJ 000 000 0 d ban no 0 do 8b. 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: 8c. Enclosed please find your Future Improvement Agreement. Please return signed and notarized Agreement to the Engineering Department. Future Improvement Agreement completed by: Date: 8d. No Public Improvements required. SPECIAL NOTE: Damaaed or defective improvements found adiacent to buildina site must be repaired to the satisfaction of the Citv 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). 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 Gradina Permit must be issued and rouah nradina approval obtained prior to issuance of a Buildina Permit. Grading Inspector sign off by: Date: 9c. No Grading Permit required. BUILDING PLANCHECK CHECKLIST Page 3 of 4 P\docs\chklst\bp0001 .frm REV 6fSf92 t /-- MISCELLANEOUS PERMITS IstJ 2ndJ 3rdJ ’@* 0 17 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: street improvements, trees, driveways. A separate Right-of-way permit issued by the Engi the following: CIA 0 0 11. A SEWER PERMIT is required concurrent with the building permit issuance. The fee is noted in the fees section on the following page. 0 [7 12. 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: Page 4 of 4 REV 6/5/92 EDU CALCULATIONS: CALCU UTlONS WORKSHEET EDU's: ADT CALCULATIONS: ADT's: FEES REQUIRED: WITHIN CFD: 0 YES (NO BRIDGE & THOROUGHFARE FEE, REDUCED TRAFFIC IMPACT FEE) 1. PARK-IN-LIEU FEE b"" PARK AREA: FEE/U N IT: 2.TRAFFIC IMPACT FEE ADT's: / F FEE/ADT: & dyfj,deb&TA,FL 7 3. BRIDGE AND THOROUGHFARE FEE ADT's: FEE/ADT: 4. FACILITIES MANAGEMENT FEE ZONE: FEE/EDU: BQ .5. PUBLIC FACILITIES FEE ppp/;c~b/e ,-YE5 6. SEWER FEES PERMIT No. 5Ey#L)-oo f 1767 EDU's: / FEE/EDU: 1767 $ BENEFITAREA: / FEE: & $ /C fl 7. SEWER LATERAL REQUIRED (2,500 DEPOSIT) 02 SO0 REMARKS: -ff467 REV 6/5/92 . 0 11. A SEWER PERMIT is required concurrent with the building permit issuance. The fee is noted in the fees section on the following page. [7 12. 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: P:\docrr\chklst\bpl .frm Page 4 of 4 REV 6/5/92 u 0 Y 5 4 0 Plan Check No. 94-78 Address I7 09- Phone 438-1161 ext. 4328 7 Planner DAVID RICK (Name) APN: Type of Project and Use Zone I Facilities Managment Zone I ~~ 156 - qz - 3q property in, complete SPECIAL TAX CALCULATION WORKSHEET provided by Building Department.) Item Complete Item Incomplete - Needs your action 1, 2,3 Number in circle indicates plancheck number where deficiency was identified DATE OF COMPLETION: Compliance with conditions of approval? If not, state conditions which require action. Conditions of Approval APPROVAL/RESO. NO. DATE: PROJECT NO. OTHER RELATED CASES: Compliance with conditions of approval? If not, state conditions which require action. Conditions of Approval DATE OF APPROVAL: San Diego Coast District, 3111 Camino Del No 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 do 0 hd~onaryHo~Feexrquked: YES- (Effective date of Inclusionary Housing Ordinance - May 21, 1993.) Site Plan: do 0 dn 0 do0 do0 do 0 zoning: 1. 2. 1. 2. 3. 4. 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, dimensioned setbacks and existing topographical lines. Provide legal description of property, and assessois parcel number. Setbacks: Front: It. Side: Street Side: Rear: Lot coverage: 27 Required 2’’ Shown Required 4’ Shown Required wk Shown M- Required 13’ Shown 2d’ Required Shown Height: Required 3’ Shown c14’ /shy Parking: Spaces Required 2 akwy Shown 2 w TWF Guest Spaces Required Shown 0 0 Additional Comments OK TO ISSUE AND ENTERED APPROVAL INTO COMPUTER DATE I/Z!/%f PLNCKFRM .. . . ... - . ... -. nnn Ill *x 15 ... uou 3: ??3 he. cuu eo\ mmu xx xxx ... , wo 0 v nn nnn 00 000 ue II :: uwn ?? no* om Oo0 ??? 20 0 Ill ccc ... ... , ... :.?A ..;, &a* i; N PI c N 4 p. 11 w c N PI I 9 &=I w n 0 N h 0 YG n .. 0 wr N h On ,- 0 0 0 .. I hc. 00 PW . W E u 2 R -I s 0 > a r n m 0 .. .. t I ..I I." : . .. I w 0 n U ID CBL ENTERFRIBEB 3784-8 HISSIOI AVE. 1380 OCEBUSIDE, CALIFORNIA 92054 PRELIMINARY GEOTECHNICAL INVESTIGATION Proposed Residence Butters Road Carlsbad, California for Isadore Stone 1011 Chinquapin, Apt D Carlsbad, California Date: August 27, 1993 CSL-1024-SD CSL ENTERPRISES OCBMSIDB, CALIFORMIA 92054 37844 HISSIOH AVB. u80 Isadore Stone August 27,1993 1011 Chinquapin, Apt. D Carlsbad, California 92008 Subject: Preliminary Geotechnical Engineering Investigation Proposed Residence Adjacent To 1715 Butters Road Car 1 s bad, Ca 1 i f or n i a Mr. Stone: In accordance with your request, we are pleased to present this Preliminary Geotechnical Engineering Investigation. I" This report presents the results of our preliminary geotechnical investigation performed on the subject property. The purpose of this investigation was to determine the nature of the soils underlying the site, to ascertain their engineering properties, and to provide recommendations for foundation design, resistance to lateral loading, site preparation and paving. This investigation included excavating two exploratory test pits, obtaining representative soil samples, laboratory testing and analysis, and the preparation of this report. The exploratory test pit locations are shown on the enclosed plot plan. Also attached are the laboratory results. The site is an existing vacant lot adjacent to 1715 Butters Road. The property currently has low lying grasses and trees. The lot is a flaglot arid slopes gently down to the east. The neighboring development consists of one to two story residential units. Drainage is by sheet flow run-off along existing contours and is directed towards the street. The site was explored on August 26, 1993 by excavating two exploratory test pits. The test pits varied in depth from 5 to 6 feet. The test pits locations are shown on the enclosed plot ~ilan arid the %oils encountered are logged on Table I. Samples were tested as indicated in the Appendix. he near surface sails were porc~us and disturbed ii-1 bc~tl-I test pits with depths varying from 1 ti2 1 1/2 feet k~elow existing grades. Below these soils, dense clayey sands are encountered which were low to moderately expansive and possess high shear strength suitable for foundation support. The soils ranged from slightly moist to moist and were low to moderately expansive. Soil profiles may be obtained from individual borings or test pits placed on the subject property. These profiles should in no way be constructed to reflect any variation which may occur between these borings or test pits. Groundwater was not encountered to the maximum depth of exploration and should not pose a problem during construction as proposed. However, it must be noted that fluctuations in the level of the groundwater may occur due to variations in rainfall, temperature, and other factors not evident at the time measurements were made and reported herein. SIONS BKD RRCOMMENDATIONS Based on the site conditions encountered, it is our opinion that the subject site is suitable for the proposed residence, provided that the recommendations presented below are incorporated into the final design and construction phases of development. Foundations The recommended bearing material is the dense gold to red brown clayey sand found approximately 6 to 9 inches below grade in the test pits. Wall footings may be designed for a bearing value of 2,500 per square foot, and should be a minimum of 12 inches in width, 12 inches in depth below the lowest adjacent grade, and 12 inches into the recommended bearing material. Column footings may be designed for a bearing value of 2,500 pounds per square foot, and should be a minimum of 2 feet in width, 12 inches in depth below the lowest adjacent grade, and 12 inches into the recommended bearing material. All footings should be reinforced with a minimum of two number four steel reinforcing bars. One placed near the top and one near the bottom of the footings. The bearing values indicated above are for the total of dead and frequently applied live loads, and may be increased by one third , for short duration loading, which includes the effects of wind or seismic forces. Resistance to lateral loading may be provided by friction acting at the base of foundations and by passive earth pressure. An allowable coefficient of friction of 0.4 may be used with the dead load forces. Passive earth pressure may be computed as an equivalent fluid having a density of 300 pounds per cubic foot with a maximum earth pressure of 2,500 pounds per square foot. When combining passive and friction for lateral resistance, the passive component should be reduced by one third. For design of isolated poles, the allowable passive earth pressure may be increased by 100 percent. Founds tion Se ttlemen t Settlement of the foundation system is expected to occur on initial application of loading. The maximum settlement is expected to be 1/2 inches and occur below the wall footings. Differential settlement between structural elements is not expected to exceed 1/4 inches. Retaininu Walls Free standing retaining walls may be designed for an equivalent fluid pressure of 30 pounds per square foot per foot of depth. Additional active pressure should be added for a surcharge condition due to sloping ground, vehicular traffic or adjacent structures. The allowable bearing, friction, and passive earth pressure may be found in the preceding sections. Fill earth material was not encountered on the site in the test pits. EXDanSiVe Soils The on-site soils are in the low to moderate expansion range. The expansive characteristics were determined by Expansion Index Test method (U.B.C. Std. 29-C). The near surface soils had an index of 23. Special treatment of the soils is required as indicated in the foundation section and the floor slab section. Excavations Excavations may be required during construction. The excavations are expected to expose dense clayey sands which are suitable for vertical excavations up to 5 feet. Temporary excavations may be cut vertically up to heights of 5 feet, except where surcharged by adjacent structures. Excavations over 5 feet in height may be cut at a 1:l slope gradient, All excavations should be stabilized within 30 days of initial e:~cavl3ti(jr1. water should not be allowed tci pond on top of the excavation nor to flow towards it. No vehicular surcharge should be allowed within three feet of the top of cut. - Floor slabs should be reinforced with at least number 3 reinforcing bars placed 24 inches on center. Slabs should have a nominal thickness of four (4) inches. Slabs which will be provided with a floor covering should be protected by a polyethylene plastic vapor barrier. The slab should be underlain with a thin layer of sand, to prevent punctures and aid in the concrete cure. It is recommended that all footings be observed by our representative prior to placing concrete or steel. Any fill which is placed should be observed, tested, and verified if used for engineered purposes. Please advise this office at least 24 hours prior to any required site visit. ranties The geotechnical engineer has prepared this report in accordance with generally accepted engineering practice and makes no other warranties either expressed or implied as to the professional advice provided under the terms of the agreement and include2 in this report. Revpectfully Submitted, zincipal Engineer RCE 35007 Enc:Plot Plan Appendix Table I Plate B and D xc: (4) Addressee Attn: Mr. Isadore Stone -- PLOT PLAN PROPOSED RESIDENCE ISADORE STONE I ci k APPENDIX I EXPLORATION AND LABORATORY TESTING EXPLORATION Field exploration was performed by excavating test pits. The soils are logged by our field engineer and classified by visual examination in accordance with the Unified Soil Classification System. The location of test pits is determined by property lines furnished by the client. Elevations of borings are determined by hand level or interpolation between plan contours. The location and elevation of the test pits should be considered accurate only to the degree implied by the method used. Undisturbed samples of soils encountered are obtained at frequent intervals. Samples are obtained by driving a thin-walled, steel sampler with successive drops of the Kelly bar. The required blow count for one foot of penetration is shown on the "Boring Logs", A-Plates. The soil is retained in brass rings of 2.50 inches inside diameter and 1.00 inches in height. The central portion of the sample is retained in close fitting, waterproof containers. CLASSIFICATION The field classification is verified in the laboratory, also in accordance with the Unified Soil Classification System. Laboratory classification may include visual examination, Atterberg Limit Tests and grain size distribution. The final classification is usually shown on the test pit or boring logs. The field moisture content and dry unit weight are determined for each of the undisturbed soil samples. The information is useful in providing a gross picture of the soil consistency between borings, or test pits, and any local variations. The dry unit weight is determined in pounds per cubic foot. The field moisture content is determined as a percentage of the dry unit weight. Shear tests are performed in the soil Test Direct Shear Machine which is of the strain control type. The rate of deformation is approximately 0.025 inches per minute. Each sample is sheared under varying confining loads in order to determine the Coulomb shear strength parameters, cohesion and angle of internal friction. Samples are generally tested in an artificially saturated condition. Depending upon the sample location and future site conditions, samples may be tested at field moisture content. The results are plotted in the "Shear Test Diagram", B- Plates. CONSOLIDATION Settlement predictions of the soil's behavior under loads are made on the basis of the consolidation tests. The consolidation apparatus is designed to receive one of the one-inch high rings. Loads are applied in several increments in a geometric progression, and the resulting deformations are recorded at selected time intervals. Porous stones are placed in contact with the top and bottom of each specimen to permit addition and release of pore fluid. Samples are generally tested at increased moisture content to determine the effect of water contacting the bearing soil. The normal load at which the water is added is noted on the drawing. Results are plotted on the "Consolidation- Pressure Curve", C-Plates. In order to determine the expansiveness of the soil, two tests are generally performed. The swell test is performed on the natural or recompacted soil on two rings. Each ring is confined by a normal load of 60 pounds per square foot. One ring is inundated with water and allowed to expand over a 24-hour period. The total vertical rise is measured and the swell determined as a percent of vertical height. The second ring is air-dried and the shrinkage measured. The total expansion is determined as the arithmetic total of the air-dry and the saturation measurements. The expansion character is often determined by the Expansion Index Method (U.B.C. standard 29-2). PEMOLDED T ESTS Conipactioii tests are performed in accordance with ASTM D 1557. Remolded samples for shear. swell, and consolidation are then prepared at densities corresponding to 90 or 95 percent of the maximum dry density. Compaction tests are tabulated on Plate D. Shear tests are shown on B-Plates and consolidation results on C- Plates. CSL-I 02 4-SD TEST PIT DEPTH m CZLL SOIL DESCRIPTION 1 o - .5 Silty and sandy clays Brown to Red- Brown, Moist to very moist, Medium Dense, porous, slightly disturbed 2 .5 - 6 Clayey Sands,Gold to Red-Brown, Slightly Moist, Dense End at 6', No Fill ne, nw 0 -.6 Natural, Silty Sands, slightly porous, light brown to red brown, medium dense .6-5 Clayey Sands,Gold to Red-Brown, Slightly Moist, Dense En2 at 6', No Fill nc, nw .- I SAMPLE LOCATION CSL ENTERPRISES 1144-8 RISSIOB A7X, t390 OCEBJS I DE, GAL IFORHI A 9 205 4 COHESION (psf ) DIRECT SHEAR TEST RESULTS SYMBOL 0 0 A 1 .o 2.0 NORMAL PRESURE (KSF) 3.0 FR ICTI ON ANGLE ( *I ~~ REMARKS PROJECT NO. I PLATE SOIL SAMPLE SAMPLE LOCATION DEPTH FEET CLASSIFICATION o OPTIMUM MOISTURE 0 - (U.R.C. 29 - c1 EXPAN S I WNES S CSL-1024-SD A TP-1 sc. 119.2 - D GENERAL INFORMATION ----- ---- Conditioned Floor Area ..... Building Type .............. Construction Type ......... Building Front Orientation. Nunber of Dwelling Units ... Nunber of Stories .......... Floor Construction Type .... ---------- 1497 sf Si ngl e Fami 1 y Detached New Front Facing 90 deg (E) 1 1 Slab On Grade (Package D) BUILDING SHELL INSULATION Component Type ------------- Wall Door Roof S1 abEdge S1 abEdge Area U- # of Ihterior Exterior Orientation (sf) Value Panes Shading Shading Window Front (E) 16.0 1.280 I Drapes.Std None Window Left (SI 88.0 1.280 1 Drapes.Std None Window Back (W) 60.0 1.280 1 Drapes.Std None Window Right (N) 102.0 1.280 1 Drapes.Std None Window Horz 12.0 1.280 1 Drapes.Std None ------------------- ----- ----- ----- -*-------- -------------- Over - hang/ Fins None None None None None ------ Framing Type Metal Metal Metal Metal Metal -------- THE%L MASS t------ ----- CERTIFICATION OF COMPLIANCE DEVELOPMENT PROCESSING SERVICES DIVISION 2075 LAS PALMAS DR., CARLSBAD, CA 92009 (619) 438-1161 CITY OF CARLSBAD Plan Check No. ?q-38 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. 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. No building SCHOOL DISTRICT: ’ < Carlsbad Unified 801 Pine Avenue Carlsbad, CA 92009 (434-0610) San Marcos Unified ,1290 West San Maras Blud. San Marcos, CA 92024 (744-4776) Encinitas Union San Dieguito Union High School 101 South Rancho Santa Fe Rd. . 710 Encinitas Boulevard Encinitas, CA 92024 (61 9) 944-430~ Encinitas, CA 92024 (753-6491 ) L SrtOolLC SkJ dL APN: /sd -- -0s;~- 3c(00 ”’, Project Applicant: Project Address : 1707 fsL/-t-c.- (Lo 4Q RESIDENTIAL: SQ. FT. of living area \rq? number of dwelling units SQ. FT. of covered area “LB Y SQ. FT. of garage area Prepared by Date 1 I [-C, I TV I b /-- FEE CERTl FlCATlON (To be completed by the School District) l/ 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 ap roval an-d construction started before September 1, 1986. (other schoor fees paid) Other Residential Fee Levied: $35/70, based on 1 y97 sq. ft. @ / &s- / AB 2926 and SB 201 fees are capped at $l.’6S .per square foot for residential. AB 2926 is capped at ..27 per square foot for commerciallindustrial. 1200 ELM AVENUE CARLSBAD, CA 92008-1989 Office of the City Engineer TELEPHONE (619) 436-5541 June 23, 1986 Citp of Catlsbab Isadore Stone 1715 Butters Road Carlsbad, CA 92008 PROPOSED MINOR SUBDIVISION NO. 734 A preliminary decision has been made, pursuant to Section 20.24.120 of the City of Carlsbad Municipal Code, to approve the tentative map of the proposed minor subdivision subject to the following conditions: 1. Final parcel map shall comply with the Land Use Planning Office interdepartmental memorandum for Minor Subdivision No. 734. All required fees and deposits shall be paid prior to final /@ parcel map recordation. (See attached list.) / 3. The tentative parcel map approval shall expire two (2) years from the date of the letter containing the final decision for tentative map approval. / 4. This approval is expressly conditioned on the payment by the Applicant of the Public Facilities Fee as required by the City Council Policy No. 17, dated February 23, 1982, and effective April 2, 1982, on file with the City Clerk and incorporated herein by reference, and according to the agreement executed by the Applicant for payment of said fee. If said fee is not paid as promised, this application will not be consistent with the General Plan and the project cannot proceed and this approval shall be void. Isadore Stone Proposed Minor Subdivision No. 734 June 23, 1986 / -- I I I I I The Applicant may request a review of the conditions in writing within ten (10) days of the date of this approval. The Developer shall pay the local Drainage Area Fee prior to approval of the final map. Area No. 3. The applicant shall pay park-in-lieu fees to the City, prior to the approval of the final map as required by Chapte 20.44 of the Carlsbad Municipal Code. The developer shall offer for dedication, the Parcels A and B for an extension of Butters offer shall be made on the parcel map. All land so offered shall be granted to the City free and clear of all liens and encumbrances and without cost to the City. The developer shall construct concrete curb, gutter and driveway approaches, to City Standards, at the existing end of Butters Road prior to occupancy of Parcel 6. The developer shall construct earthen berms to prevent drainage from Parcel 8 from cross property lines. This shall be done prior ta_-clc-cupa-ncy of Parcel 8. This project is also approved under the express condition that the applicant pay the additional public facilities fee adopted by the City Council on April 22, 1986, and any development fees established by the City Council pursuant to Ordinance No. 9791 or subsequent ordinance adopted to implement a growth or development management system or public facilities phasing plan to fulfill the subdivider's agreement to pay the public facilities fee dated May 14, 1986, a copy of which is on file with the City Clerk and is incorporated by this reference. If the fees are not paid, this application will not be consistent with the General Plan and approval for this project shall be void. -__ __ __ - This project is approved upon the express condition that building permits will not be issued for development of the subject property unless the City Engineer determines that sewer capacity is available at the time of application for such permits and will continue to be available until time of occupancy. This note shall be placed on the final map. Isadore Stone Proposed Minor Subdivision No. 734 /7 June 1 23, 1986 d 15. Page: 3 The owner of the subject property shall execute a-h-old harmless agreement regarding drainage across the adjacent property prior to approval of the final map/any grading or building permit for this project. The developer shall comply with all the rules, regulations and design requirements of the respective sewer and water agencies regarding services to the project. Please submit a separate check for recording fees in the amount of $7.00 made payable to the "County Recorder". The developer of the subject property shall execute a Hold Harmless Agreement regarding the panhandle lot prior to approval of the Parcel Map. DAVID A. HAUSER Assistant City Engineer Current Development Division DAH:RJW:lch Attachment \