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HomeMy WebLinkAbout2575 DAVIS AVE; ; CB901537; PermitBUILDING 11/15/90 1.1 07 Page 1 of 1 Job Address- 2575 DAVIS AV Permit Type- RESIDENTAL ADD/ALT (UNDR $10K) Parcel No 155-251-10-00 Valuation- 26,208 Construction Type: VN Occupancy Group: T-MDescription. 364 SF ROOM ADDITION PERMIT Str Permit No CB90153 •' Project No A9001715 Development No Fl Ste. -Z?1:; IS/1?'*; OC'Oi ^ Appl/Ownr HENKEL, JAMES 2575 DAVIS AVENUE CARLSBAD, CA 92008 Status ISSUED Applied 09/20/90 Apr/Issue: 11/15/90 Validated By. DC 619 729-2857 CONTRACTOR MOORE, JOSEPH 3612 VALLEY ST - .. CARLSBAD, CA 92008 ., OWNER ' HENKEL, JAME& *** *•*'*• '"'Li'C...C 387345 619-434-1203 ' Vtic. OWNER 619 729-2857 Fees'Collected & Credits ****** rees Jt\equj.ic-.i Fees 478.00 Adjustments .00 Total Fees. 478.00 Fee description - Building Permit \ ^; Plan Check -' " Strong Motion Fee * BUILDING TOTAL Enter "Y" for Electric Issue Fee Other • •••'•'• * ELECTRICAL TOTAL ($10 Mlnimufll) Enter 'Y' for Mechanical Issue ;€«.< Install Furn/Ducts * MECHANICAL TOTAL .;:;.''. Total Credits: : • Total Payments: Balance Due: ., , Units Fee/Vi>it .. ::< •• , ... • '• > ..-•• --'^:.'. ' ••>,,• '•-: ••-,10 QQ ••. f .$•:•.•- :' •.. ....; • ~i'... " •' . :• .•••.•.-. ' - a>' ; '•':':• . -• i ':•''(: '' ••'v'* •'•!• 0-0 900X • .• • JL • Vf W " 00 172 . 00 306 00 Ext fee 265.00 172 00 2 . 0 0 439.00 5. 00 10 00 1 5 0 0 15.00 9. 00 24.00 Data Y REMODEL Y APPROVAL DATF 7-1-?/ CLEARANCE CITY OF CARLSBAD 2075 Las Palmas Dr., Carlsbad CA 92009 (619) 438-1161 PERMIT APPLICATION City of Carlsbad Building Department 2075 Las Pal mas Dr , Carlsbad, CA 92009 (eig) 438-nei 1. PERMIT TYPE I A - [] COMMERCIAL QNEW nTENANT IMPROVEMENT B [D INDUSTRIAL QNEW QTENANT IMPROVEMENT C p1$ESIDENTIAL QAPARTMENT QCONDO QSINGLE FAMILY DWELLING [^ADDITION/ALTERATION DDUPLEX QDEMOLITION DISLOCATION QMOBILE HOME QELECTRICAL DMECHANICAL £\PQO\. QSPA DETAINING WALL QSOLAR EST VAL PLAN CK DEPOSIT. VALID BY DATE DC rr_ i j,5». JLO -rr- 2. PROJECT INFORMATION PLAN CHECK No. tyO~~/£3~7 FOR OFFICE USE ONLYAddress - _^ _^ • Building or Suite No ' oZ-5 / S Jfffffv^S*^ sj^'l C^l"^ rT[Vfe Nearestcross Streets Unit No Phase No CHECK BELOU IF SUBMITTED- — K.f . __ O2 Energy Calcs Q2 Structural Calcs Q2 Soils Report Q1 Addressed Envelope Cj?l\T • * (.^rirf/Jtfitf ASSESSOR'S PARCEL J <~~*C~ 3 ^T / ' / & EXISTING USE PROPOSED USE DESCRIPTION OF WORK * BLDG SO FTG # OF STORIES 3. CONTACT PERSON ,_ y NAME ^Ot" HVl?^> C^tT ADDRESS 3** CITY <TA/2.-l^ oA~f( STATED ZIP CODE T2*P SIGNATURE _/ " a DAY TELEPHONE SjJ *1 ~ /^^ ' ^> 4. APPLICANT JB<!OONTRACTOR O AGENT FOR CONTRACTOR [DOWNER ADDRESS STATE ZIP CODE D AGENT FOR OWNER DAY TELEPHONE 5. PROPERTY OWNER *DDRESS STATE '"A ZIP CODE *f 7. tftt OLESSEE DAY TELEPHONE Q TENANT / 2-1 " *i £ J / 6 CONTRACTOR NAME D" ZI DAY TELEPHONE ' 1 STATE L1C # 11^ LICENSE CLASS t^ " ' CITY BUSINESS L1C # -4&&e.T*>'2.DATE DESIGNER NAME, CITY WORKERS' COMPENSATION Workers' Compensation Declaration I hereby affirm that I have a certificate of consent to self 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 C) 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 /f ^ 8 OHNBfKBUILDER DECLARATION Owner Builder Declaration I hereby affirm that I am exempt from the Contractor's License Law for the following 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 wilt have the burden of proving that he did not build or improve for the purpose of sale ) I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec 7044, Business and Professions Code The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and contracts for such projects with contractor(s) licensed pursuant to the Contractor's License Law) I am exempt under Section Business and Professions Code for this reason (Sec 7031 5 Business and Professions Code Any City or County which requires a permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for such permit to file a signed statement that he is licensed pursuant to the provisions of the Contractor's License Law (Chapter 9, commencing with Section 7000 of Division 3 of the Business and Professions Code) or that he is exempt therefrom, and the basis for the alleged exemption Any violation of Section 7031 5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars [$500]) L SIGNATURE DATE COMPLETE THIS SECTION FOR NON RESIDENTIAL BUILDING PERMITS ONLY Is the applicant or future building occupant required to submit a business plan, acutely hazardous materials registration form or risk management and prevention program under Sections 25505, 25533 or 25534 of the Presley Tanner Hazardous Substance Account Act' DYES DNO Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district7 DYES QNO Is the facility to be constructed within 1 000 feet of the outer boundary of a school site' DYES L~]NO IF ANY OF THE ANSWERS ARE YES, A FINAL CERTIFICATE OF OCCUPANCY HAY NOT BE ISSUED AFTER JULY 1, 1989 UNLESS THE APPLICANT HAS MET OR IS MEETING THE REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT 9. CONSTRUCTION LENDING AGENCY I hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued (Sec 3097(1) Civil Code) LENDER'S NAME LEXER'S APPLICANT'S SIGNATURE I certify that I have read the application and sta^^tffat>"ffie aSbve information is correct I agree to comply with all City ordinances and State laws relating to building construction I hereby authorize reporeentatives 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 OTTY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS, COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT 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 180 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 ofjfiflaays (Section 303(d) Uniform Building Code) APPLICANT'S SIGNATURE OWNER fCDNTRACTOR PHONE APPROVED BY. DATE WHITE File YELLOW Applicant PINK Finance CITY OF CARLSBAD INSPECTION REQUEST PERMIT* CB901537 FOR 06/26/91 DESCRIPTION: 364 SF ROOM ADDITION TYPE: RAD JOB ADDRESS: APPLICANT: CONTRACTOR: OWNER: 2575 DAVIS AV HENKEL, JAMES MOORE, JOSEPH HENKEL, JAMES PHONE: PHONE: PHONE: STR: FL: 619 729-2857 619-434-1203 619 7Z&T2857 INSPECTOR AREA PD PLANCK# CB901537 OCC GRP CONSTR. TYPE VN STE: REMARKS: MH/ALTINA/729-2857 SPECIAL INSTRUCT: INSPECTOR TOTAL TIME: CD LVL DESCRIPTION 19 29 39 49 ACT COMMENTS ST Final Structural PL Final Plumbing EL Final Electrical ME Final Mechanical ***** INSPECTION HISTORY ***** DATE DESCRIPTION 010391 Interior Lath/Drywall 123190 Insulation 122790 Frame/Steel/Bolting/Welding 122790 Rough Electric 122090 Frame/Steel/Bolting/Welding 111690 Ftg/Foundation/Piers ACT INSP AP PD AP MP PD PD PD PD COMMENTS AP AP NR AP 9:30 NO ONE THERE HIT <RETURN> TO CONTINUE... ESGIL, CORPORATION 932O CHESAPEAKE DR., SUITE 2O8 SAN DIEGO, CA 92123 (619) 56O-1468 DATE: _ DtThA&je. /£. ,' '9 V) M APPLICANT JURISDICTION: rt / r V 0^ ; >/. -'.->, .-: _ ("PLAN CHECKER rjFILE COPY PLAN CHECK NO: //J -/ ^-\ ',' _ SET; '. _ HUPS r* DESIGNER PROJECT ADDRESS; ^ftf .V A - f /:• ' _ PROJECT NAME: rr/Jfl- /*<', 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 deficien- cies identified _ 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 Corp. until corrected plans are submitted for recheck. D The applicant's copy of the check list is enclosed for the jurisdiction to return to the applicant contact person. The applicant's copy of the check list has been sent to: ffl] Esgil staff did not advise the applicant contact person that plan check has been completed. [ j Esgil staff did advise applicant that the plan check has — been completed. Person contacted: _ Date contacted: Telephone # REMARKS: By ; Mr.'tt-'.te'jo&f-l _ Enclosures; f)#ri. tk^Jt. ESGIL CORPORATION . DGA DAA DRN QDM JURISDICTION;_Date plans received by plan checker; PLAN CHECK NO.:_ PROJECT ADDRESS; A. «T 7:5" £>A \) I* TO: JJ- Date plan recheck completed ;/9-/«?•• ft) By. RECHECK PLAN CORRECTION SHEET Plan check is limited to 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. The plan check is based on regulations enforced by the Building Inspection Department. You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department or other departments. The items shown below 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), of the Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law. J± PLANS ^ 3. JThe following items have not been resolved from previous plan reviews. The original ( 1. \Please make all corrections on the original correction number has been given for your 'tracings and submit two new sets of prints, reference. In case you did not keep a copy and any original plan sets that may have been of the prior correction list, we have returned to you by the jurisdiction^ to: enclosed those pages containing the still outstanding corrections. Please contact me if you have any questions regarding these /—\ ltemS' 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 to the plans not resulting from this correction list? Please check. ©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 check sheet with the revised plans. Yes No f>OF- -r fir iJ WinJ.5ofe OF Form No. RPCS.41290 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. Section 1709. Projections, including more than 12 inches from the property line. eaves, may not extend into the 3 foot setback Section 1710.f 4- Eaves over required windows than 30 inches from the side lines. Section 504. shall be not less and rear property 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 (a) 7. Projections, including eaves, shall be one- hour fire-resistive construction, heavy timber or of noncombustible material if they project into the 3' setback area from the property line. Section 1710. of permanently wired smokeShow location \J J detector: f-^ 0 Centrally I ' located in corridor or area giving access to sleeping rooms. On each story. In the basement. When sleeping rooms are upstairs, at the upper level in close proximity to the stair. In rooms adjacent to hallvays serving bedrooms, when such rooms have a ceiling height 24 inches or more above the ceiling height in the hallvay. NOTE: Detectors shall sound an alarm audible in all sleeping areas of the unit. Section 1210 When the valuation of a room addition or repair exceeds $1,000, or when sleeping rooms are created, smoke detectors shall be provided at existine bedrooms per item 19 above. Section 1210. 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). 22. Window area must be at least 1/10 of the floor area and a minimum of 10 square feet per Section 1205 (a). Appears to be deficient in i32. Openable window area in habitable rooms must be 1/20 of the floor area and a minimum of 5 square feet. In bathrooms, laundry rooms and similar rooms 1/20 of area is required and minimum is 1.5 sq. ft. Section 1205 (a). 26. At least 1/2 of the common wall must be open and have an opening not less than 25 sq. ft. nor one tenth of the floor area of the interior room if light and ventilation is being supplied from an adjacent room. Section 1205 (a). 6f£UlK if iLfJ Required vindows 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, \.ater closet compartments, laundry rooms and similar rooms if required openable windows are not provided. Section 1205 (c). Show discharge point for exhaust air to be at least 5 feet from any mechanical ventilating intake. Section 1205(c). Ductless fans cannot be used in bathrooms if a tub or shower is present. Section 1205(c). No habitable room, other than a kitchen, shall be less than 7'0" in any dimension. Section 1207 (c). Show that ceiling height for habitable rooms is a minimum of 7"6". Section 1207 (a). Show ceiling height for laundry rooms, hallways, corridors, and bathrooms is a minimum of 7'0". .•Section 1207 (a). Dimension on the plans the 30" clear vidth for vater closet compartments and 24" clearance in front of v.ater closet. Section 511 (a). Specify safety glazing hazardous locations such as giass uuors, glazing adjacent to doors and glazing adjacent to walking surfaces. Section 5406. for glazing in as glass doors, Glazing, in the same wall plane as a door, must be safety glazing if within 12" of the door and less than 60" above the walking surface, unless the glazing is leaded or faceted glass. Section 5406 (d) 6. Glazing in shower and tub enclosures shall be tempered, laminated or approved plastic (including windows within 5 feet of tub or shower floor). Section 5406 (d) 5. 2/12/90 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 £X./W)lJf> &F£(2£t>M Off UEMBasements in dwelling units shall comly vith the above (even if not designated as sleeping rooms). Section 1204. Walls and floors separating units in a duplex shall be of one-hour fire-resistive construction. Section 1202(b). A mezzanine is an intermediate floor and nay 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 42" in height. Section 1716. The loft you mezzanine floor Code definition, show does not comply as a and is, by Uniform Building a story. Section 1716. f EXITS. STAIRWAYS, AND RATT.TMGS Floors above the second story shall have not less than 2 exits. Exceptions: 1. Occupied roofs may have one exit if such occupied areas are less than 500 square feet and located no higher than immediately above the second story. 2. When the third floor within a unit does not •exceed 500 sq. ft., only one exit need be provided. Section 3303(a). Required exit doorvays shall be not less than 36" m vidth and not less than 6'8" in height, and shall be capable of opening at least 90 degrees. Section 3304 (f). Provide 36" high protective railing for porches, balconies, and open sides of stair landings. Openings between railings shall be less than 6". Section 1711. Show how guardrail connection details are adequate to support 20 pounds per lineal foot at a right angle to the top rail. Table 23-B. Provide stairway and landing details. Section 3306 (b), (c) and (p). a. Maximum rise is 7" and minimum run is 11". When the stairs serves less than 10 occupants, or serves an unoccupied roof, rise may be 8'1 maxunura and run 9" minimum. b. Minimun headroom is 6'-8". c. Minimum width is 36". All handrails per Section 3306 (j), shall satisfy the following: a. b. c. Provide handrail for stairways with 4 or more risers. Handrail shall be 34" to nosing of treads. 38" above the The handgrip portion of handrail shall be not less than 1 1/2", nor more than 2" in cross-sectional duoension. Every stairway landing shall have a dimension, measured in the direction of travel, at least equal to the stairway width. Such dimension need not exceed 36 inches. Section 3306 (g), 3304 (j). An interior door may open inward at the top step of a stairway provided the top step is not more than 7 1/2" lever than the floor level. Section 3304 (i). Provide details of winding stairway complying with Section 3306 (d): &. Mininum tread is 6 inches at any point and minimum 9 inches at a point 12 inches from where the treads are narro.est. b. Maximum rise is 8 inches. c. Minimum width is 36 inches. 5/10/90 7/. An occupancy separation is not required between / carport and residence, provided the carport is open on two or more sides and has no enclosed uses above. Section 503 (a) Exception 3. 75. Show garage framing sections, size of header / over garage opening, lateral cross bracing at plate line, method bracing garage front and holddowns if required. Chapter 23. NOTE: Maximum shear panel height-to-width ratio is 3 1/2 to 1 for plywood. Table 25-1. 76. Doors may open into the garage only if the / floor or landing in the garage is not more than ' one inch lower than the door threshold. Section 330& (i). 77. 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 RBQUIREMEKTS 78. 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). ~lf). 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 comp 1 lance: 50. Provide notes on the foundation plan listing the soils report recommendation for foundations, slab and building pad preparation. sfl. Provide a letter from the soils engineer confirming that the foundation plan, grading plan and specifications have been reviewed and that it has been determined that the recommendations in the soils report are properly incorporated into the construction documents (when required by the soil report). The soils engineer reco'mmended that he/shi review the foundation excavations. Note on the foundation plan that "Prior to the contractor requesting a Building Department foundation inspection, the soils engineer shall advise the building official in writing that: 1. The building pad was prepared in accordance with the soils report, 2. The utility trenches have been properly backfilled and compacted, and 3. The foundation excavations comply with the intent of the soils report". 3. Show height of all foundation walls. 23. Show height of foundation walls. retained earth Chapter 23. Chapter on all If cut or fill slopes exist, show distance of foundation to edge of cut or fill slopes and show steepness and heights of cuts and fills. Chapter 29. 86. Note on plans that wood shall be 6" minimum / above finish grade. Section 2907 (a). 87. }Note on plans that surface water will drain \. >/away from building and show drainage pattern — and key elevations. Section 2905 (f). 86. Dimension foundation per U.B.C. Table 29A: Floors Supported""' 1 2 3 Footing Stemv.all Width Depth Thickness 6" 8" 10" 12" 15" 18" 6" 7" 8" ''Foundations may support a roof in addition to the floors. Where only a roof is supported, use foundation for one floor. Show foundation sills to be pressure treated, -or equal. Section 2516 (c) 3. Show foundation bolt size and spacing. Section 2907 (f). Specify size, I.C.B.O. number and manufacturer of power driven pins. Show edge and end distances and spacing. Section 302 (d). 2/13/90 ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA 92123 (619) 560-14^8 DATE:L^-j " » • i'lf ' n i« i ^^ Xjj JURISDICTION) JURISDICTION: CARLSBAD jJpLAN CHECKER QFILE COPY PLAN CHECK NO: ^O VJT?? SET; 3^- Dups [^DESIGNER PROJECT ADDRESS; ^^ fthVlfi A\l£. PROJECT NAME: H£I)R£L. ILazrs POO D The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. I—- The plans transmitted herewith will substantially comply I ) with the jurisdiction1s-building codes when minor deficien- cies identified are resolved and checked by building department staff. D The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. B The check list transmitted herewith is for your information. The plans are being held at Ssgil 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: HH Esgil staff did not advise the applicant contact person that plan check has been completed. I I Esgil staff did advise applicant that the plan check has been completed. Person contacted: _ Date contacted: Telephone #_ REMARKS: By ; ^i;j.jLt^ <^^ y^//..*^;> _ Enclosures-. ESGIL CORPORATIONi-ZV-93UGA UAA DRN Q PLAN CHECK NO;FOREWORD; PLEASE REAP JURISDICTION: CITY OF CARLSBAD TO: ENCLOSURES: PROJECT ADDRESS: FLOOR AREA: STORIES: ls>t HEIGHT: REMARKS: PLAN OOKKHCTIOM <anrgr CITY OF rAWJCTun SINGLE FAMILY AND DUPLEX DWgf.T.TTICS Date plans received by jurisdiction: _ 9-30- 90 Date plans received by Esgil Corporation: Date initial plan check completed: /O-a-IO Bv; & Applicant contact person: Telephone; Plan check is limited to technical requirements contained in the Uniform Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and access for the handicapped. The plan 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 T.k and the following model codes: 1988 UBC (eff . 1/1/90) 1988 UPC (eff. 1/1/90) 1987 NEC (eff. 10/28/87) 1988 UMC (eff. 1/1/90) The above regulations construction, regardless adopted by ordinance. apply to residential of the code editions 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), 1988 Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law. To speed up the recheck •process, note on this list (or a copy) where each correction item has been addressed i.e.. plan sheet, specification, etc. Be sure to enclose the marked up list when you submit the revised plans. NOTE: PAGE NUMBERS ARE NOT IN SEQUENCE AS PAGES HAVING NO ITEMS NEEDING CORRECTIONS WERE DELETED. List No. 12, Carlsbad Single Family Dwelling and Duplex With All Supplements. (1988 UBC) 0 /• /• PLANS Please make all corrections on the original tracings and submit two new sets of prints, and any original plan sets that may have been returned to you by the jurisdiction, to: Esgil Corporation, 9320 Chesapeake Drive, Suite #208, San Diego, California 92123, (619) 560-1A68. Please make all corrections on the original tracings and submit two new sets of prints, and any original plan sets that may have been returned to you by the jurisdiction, to: The jurisdiction's building department. Indicate on the Title Sheet of the plans, the name of the legal owner and name of person responsible for the preparation of the plans. Section 302(a)7. All sheets of plans must be signed by the person responsible for their preparation. (California Business and Professions Code). Plans, specifications and calculations shall be signed by the California state licensed engineer or architect responsible for their preparation, for plans deviating from conventional wood frame construction. Specify expiration date of license. (California Business and Professions Code). Specify on the Title Sheet of the plans the gross floor area of each element of this project including dwelling, garage, carport, patio, deck and balcony. Section 302(d). Provide a statement on the Title Sheet of the plans that this project shall comply with Title 2k and 1988 UBC, UMC and UPC and 1987 NEC. Submit fully dimensioned plot plan drawn to scale showing location, size, and use of all existing and proposed structures on the lot. Identify property lines and show lot dimensions and*all easements. Show location of all cut or fill slopes. Show finish floor elevations and show elevations of adjacent finish grade. Show drainage patterns with minimum slopes. Section 302(d). Indicate distance from property lines to proposed building. Section 302(d). Show on the title sheet all structures, pools, walls, etc. included under this application. Any portion of the project shown on the site plan that is not included with the building permit application filed should be clearly identified as "not included." Clearly show if the lower level is a basement or a story, based on the definitions in Sections 403 and A20. Plot the finish grade (as defined) on the elevations and dimension the distance to the floor above, for story determination. On the cover sheet of the plans, specify any items requiring special inspection, by way of the following: REQUIRED SPECIAL INSTRUCTIONS In addition to the regular inspections, the following checked items will also require Special Inspection in accordance with Sec 306 of the Uniform Building Code. ITEM REQ. IF CHECKED REMARKS SOILS COMPLIANCE PRIOR TO FOUNDATION INSP. STP.UCTURAL CONCRETE OVER 2500 PSI PRESTRESSED STEEL FIELD WELDING HIGH STRENGTH BOLTS EXPANSION ANCHORS SPECIAL MASONRY SPRAYED ON FIRE PROOFING PILES/CAISSONS DESIGNER-SPECIFIED OTHER FIRE PROHOZl'lOK Exterior walls closer than 3 feet to property lines shall be one-hour rated construction and have no openings. Table 5-A. 12/11/89 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. Section 1709. Projections, including more than 12 inches from the property line. eaves, may not extend into the 3 foot setback Section 1710. i- 4- /a. Eaves over required windows shall be not less than 30 inches from the side and rear property lines. Section 504. 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 (a) 7. Projections, including eaves, shall be one- hour fire-resistive construction, heavy timber or of noncoobustible material if they project into the 3" setback area from the property line. Section 1710. of permanently wired smoke19. ) Show location V J detector: ^-"^ (a) Centrally located in corridor or area giving access to sleeping rooms, bp On each story. g. In the basement. <fy When sleeping rooms are upstairs, at the upper level in close proximity to the stair. ef. In rooms adjacent to hallways serving ' bedrooms, when such rooms have a ceiling height 2k inches or more above the ceiling height in the hallway. NOTE: Detectors shall sound an alarm audible in all sleeping areas of the unit. Section 1210 When the valuation of a room addition or repair exceeds $1,000, or when sleeping rooms are created, smoke detectors shall be provided at existing bedrooms per item 19 above. Section 1210. GENERAL RE 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). 22. ) Window area must be at least 1/10 of the floor area and a minimum of 10 square feet per Section 1205 (a). Appears to be deficient in r>PF- ( 23. ) Openable window area in habitable rooms oust be 1/20 of the floor area and a minimum of 5 square feet. In bathrooms, laundry rooms and similar rooms 1/20 of area is required and minimum is 1.5 sq. ft. Section 1205 (a). . V J ^~^^ ( 24. jAt least 1/2 of the common wall must be open id have an opening not less than 25 sq. ft. nor one tenth of the floor area of the interior room if light and ventilation is being supplied from an adjacent room. Section 1205 (a). &E-£C&kfr Dff 1<£.M 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 1205 (c). 27. Show discharge point for exhaust air to be at ' least 5 feet from any mechanical ventilating intake. Section 1205(c). Ductless fans cannot be used in bathrooms if a tub or shower is present. Section 1205(c). No habitable room, other than a kitchen, shall be less than 7'0" in any dimension. Section 1207 (c). Show that ceiling height for habitable rooms is a minimum of 7'6". Section 1207 (a). Show ceiling height for laundry rooms, hallways, corridors, and bathrooms is a minimum of 7'0". /Section 1207 (a). Dimension on the plans the 30" clear vidth for water closet compartments and 24" clearance in front of water closet. Section 511 (a). Specify safety glazing for glazing in hazardous locations such as glass doors, glazing adjacent to doors and glazing adjacent to walking surfaces. Section 5406. Glazing, in the same wall plane as a door, must be safety glazing if within 12" of the door and less than 60" above the walking surface, unless the glazing is leaded or faceted glass. Section 5406 (d) 6. Glazing in shower and tub enclosures shall be tempered, laminated or approved plastic (including windows within 5 feet of tub or shower floor). Section 5406 (d) 5. 2/12/90 36. ) 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. Easements in dwelling units shall comly with the above (even if not designated as sleeping rooms). Section 1204. Walls and floors separating units in a duplex shall be of one-hour fire-resistive construction. 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 42" in height. Section 1716. The loft you show does not comply as a mezzanine floor and is, by Uniform Building Code definition, a story. Section 1716. EXITS. STAIRWAYS. AND RAILINGS Floors above the second story shall have not less than 2 exits. Exceptions: 1. Occupied roofs may have one exit if such occupied areas are less than 500 square feet and located no higher than immediately above the second story. 2. When the third floor within a unit does not •exceed 500 sq. ft., only one exit need be provided. Section 3303(a). h. Required exit doorways shall be not less than f 36" in width and not less than 6'8" in height, and shall be capable of opening at least 90 degrees. Section 3304 (f). !/3. Provide 36" high protective railing for I porches, balconies, and open sides of stair landings. Openings between railings shall be less than 6". Section 1711. W». Show how guardrail connection details are I adequate to support 20 pounds per lineal foot ' at & right angle to the top rail. Table 23-B. Provide stairway and landing details. Section 3306 (b), (c) and (p). a. Maximum rise is 7" and minimum run is 11". When the stairs serves less than 10 occupants, or serves an unoccupied roof, rise may be 8" maximum and run 9" minimum. b. Minimum headroom is 6'-8". c Minimum width is 36". All handrails per Section satisfy the following: 3306 (j), shall a. b. c. Provide handrail for stairvays with 4 or more risers. Handrail shall be 34" nosing of treads. to 38" above the The handgrip portion of handrail shall be not less than 1 1/2", nor more than 2" in cross-sectional dimension. Every stairway landing shall have a dimension, measured in the direction of travel, at least equal to the stairway width. Such dimension need not exceed 36 inches. Section 3306 (g), 3304 (j). An interior door may open inward at the top step of a stairway provided the top step is not more than 7 1/2" lover than the floor level. Section 3304 (i). 9. Provide details .of winding stairway complying with Section 3306 (d): a. Minimum tread is 6 inches at any point and minimum 9 inches at a point 12 inches from where the treads are narrowest. b. Maximum rise is 8 inches. c. Minimum width is 36 inches. 5/10/90 fe. 7. An occupancy separation is not required between carport and residence, provided the carport is open on two or more sides and has no enclosed uses above. Section 503 (a) Exception 3. Show garage framing sections, size of header over garage opening, lateral cross bracing at plate line, method bracing garage front and holddowns if required. Chapter 23. NOTE: Maximum shear 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 not more than one inch lower than the door threshold. Section 330i» (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: Provide notes on the foundation plan listing the soils report recommendation for foundations, slab and building pad preparation. 1. Provide a letter from the soils engineer confirming that the foundation plan, grading plan and specifications have been reviewed and that it has been determined that the recommendations in the soils report are properly incorporated into the construction documents (when required by the soil report). 7fi. 86. ^—.87. The soils engineer recommended that he/she review the foundation excavations. Note on the foundation plan that "Prior to the contractor requesting a Building Department foundation inspection, the soils engineer shall advise the building official in writing that: 1. The building pad was prepared in accordance with the soils report, 2. The utility trenches have been properly backfilled and compacted, and 3. The foundation excavations comply with the intent of the soils report". Show height of all foundation walls. Chapter 23. Show height of retained earth on all foundation walls. Chapter 23. If cut or fill slopes exist, show distance of 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: Floors Supported* 1 2 3 Footing Sterowall Width Depth Thickness 6" 8" 10" / 12" 15" 18" 12" 18" 2V "''Foundations may support a roof in floors. Where only a roof is foundation for one floor. 6" 7" 8" addition to the supported, use f Show foundation sills to be pressure treated, or equal. Section 2516 (c) 3. Show foundation bolt size and spacing. Section 2907 (f). Specify size, I.C.B.O. number and manufacturer of power driven pins. Show edge and end distances and spacing. Section 302 (d). 2/13/90 3. If required, show size, imbedment and location of hold down anchors on foundation plan. Section 302 (d). If hold downs are required, note on 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 (b). Show on the plans stepped footings for slopes steeper than 1:10. 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. 37. Show pier size, spacing and depth into f f f' undisturbed soil. Table 29-A. Show minimum underfloor access Section 2516 (c). of 18" x 24". 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 practicable and shall provide cross ventilation on at least two approximately opposite sides. Section 2516 (c) 6. lOO.jShow wall bracing. Every exterior wood stud Vv./wall and main cross-stud partition shall be braced at each end at least every 25 feet of length with 1x4 diagonal let-in braces or equivalent. Section 2517 (g) 3, Table 25-V. /-\ In 2-story buildings, shear panels at the first story (at least 48 inches in width) shall be located at each end or as near thereto as possible and comprise at least 25 percent of the linear length of the wall, or provide design. Section 2517(g)3, Table 25-V. Note cross bridging or blocking. Floor joists and rafters 12" or more in depth shall be supported laterally by bridging at intervals not exceeding 8 feet, unless both edges are held inline. Sec. 2506 (h), 2517 (d) 6. Show blocking at ends and at supports of floor joists, rafters and trusses at exterior walls. Section 2517 (d) 3, 2517 (h) 6. 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. 103. 1CJ4. las'. 106. 108. 10/9. •A 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) 4. Show rafter purlin braces to be not less than 45 degrees to the horizontal. Section 2517 (h) 5. Show double top plate with minimum 48" lap splice. Section 2517 (g) 2. Show nailing will be in compliance with Table 25-Q. Show or note fire stops at the following locations per Section 2516 (f): a. In concealed spaces of stud walls and partitions, including furred spaces, at the ceiling and floor levels and at 10 foot intervals along the length of the wall; b. At all interconnections between concealed vertical and horizontal spaces such as occur at soffits, drop ceilings and cove ceilings; c. In concealed spaces between stair stringers at the top and bottom of the run and between studs along and inline with the run of stairs if the walls under the stairs are unfinished; and d. In openings around vents, pipes, ducts, chimneys, fireplaces and similar openings which afford a passage for fire at ceiling and floor levels, with noncombustible materials. , 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. . Show stud size and spacing. Maximum allowable stud heights: Bearing wall: 2 x4 and 2x6 max. 10'; Non-bearing: 2x4 max. 14', 2x6 max. 20'. Table 25-R-3. Studs supporting two ceiling must be 3 x 4 Table 25-R-3. floors, a roof and or 2 x 6 at 16" o.c. Note on A.I.T.C. Certificate of Compliance for glued laminated wood members shall be given to the building inspector prior to installation. Section 2505. 2/12/90 ( 114.)Detail all post-to-beam and post-to-footing connections and reference the detail to the plan. Section 2516 (ai).£g£. Stff.Z. 126. 11 115.)Detail shear transfer connections, including 'roof and floor diaphragms, to shear walls.Section 25TTI Specify nail size and spacing for all shear walls, floor and roof diaphragms. Indicate required blocking. Maintain maximum diaphragm dimension ratios. [Tables 25 I, J, K and Section 4714 (d)]. Provide truss details and truss calculations for this project. Specify truss identification numbers on the plans. Show 1/2" minimum clearance between top plate of interior partitions and bottom chord of trusses. (To ensure loading will be as designed). Provide roof framing plan and floor framing plan. Section 302 (d). lio. Provide framing sections through Section 302 (d). Specify all header sizes for opening over 4' wide. Section 2517 (g) 5. Provide calculations for main vertical and horizontal framing members and post footings. Section 302 (b). Provide calculations for lateral loads, shear panels, shear transfer and related. Section 302 (b). 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. Show on the plans all structural requirements developed in the structural calculations. Section 302 (d). (See comments below or at end.) 4- 128 V4' 130. Columns and posts located on concrete or masonry floors or decks exposed to the weather or to water splash or in basements and which support permanent structures shall be supported by concrete piers or metal pedestals projecting above floors unless approved wood of natural resistance to decay or treated wood is used. Section 2516 (c) 4. Individual concrete or masonry piers shall project at least 8 inches above exposed ground unless the columns or posts which they support are of approved wood of natural resistance to decay or treated wood is used. Section 2516 (c) 4. Show location of attic access with minimum size 22" x 30". Section 3205. Show draft separation for attic areas between units in a duplex. Section 2516 (f). Specify plywood and/or particle board thickness, grade and panel identification index. Table 25-S. When roof pitch ridge as a beam. is less than 3:12, design Section 2517 (h). f f 13J6. If foundation cripple wall studs are less than 14" high, framing shall be solid blocking, or sheathed with plywood. Section 2517 (g) 4. 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 (g) 4. Show plywood sheathing over exposed eaves, or other weather exposed areas, is "bonded with exterior glue."' Plywood used for exterior wall covering shall be the exterior type. Section 2516 (i), 2516(g)3. Detail truss layout for 30" x 30" attic access, if required for equipment in the attic. 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 across the beams at the ridge support. Section 2501 (b). All heating, ventilating, and cooling systems and appliances shall comply with the Uniform Mechanical Code. 2/12/90 166 f All structures require a Class B roof covering, Enclosures except room additions. If a room addition covers all of the existing building (2nd story 1. addition), then the above exception doesn't apply. 2. City Ordinance 9792 requires two parking spaces/unit with clear area of 20'x20' i.e. no washing machines, etc. Show compliance. 3j All chimneys attached to any appliance or fireplace that burns solid fuel shall be equipped with an approved spark arrester. The net free area of the spark arrester shall be not less than four times the net free ara of the outlet of the chimney. The spark arrester screen shall have heat and corrosion resistance equivalent to 12 gauge wire, 19 gauge galvanized wire or 24 gauge stainless steel. Openings shall not permit the passage of spheres having a diameter larger than 1/2-inch and shall not block the passage of spheres having a diameter of less than 3/8-inch. MSCELLAHEODS 188. Please see additional corrections, or remarks, on the following page. 189.) To speed up the recheck process, note on this list (or a copy) where each correction item has been addressed, i.e., plan sheet, note or detail number, calculation page, etc. 190.JPlease indicate here if any changes have been de 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 changes been made to the plans not resulting from this correction list? Please check. Yes No The City of Carlsbad has contracted with Esgil Corporation located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123; telephone number 619/560-1468, to perform the plan check for your project. If you have any questions regarding these plan check items, please contact _ at Esgil Corporation. If you have any questions regarding City Building permit procedures, please contact Carter Darnell at the City of Carlsbad, 2075 Las Palmas Dr., telephone 619/438-1161. Thank you. 2/14/90 11 Prepared byt Jurisdiction CART.SRAD VALUATION AND PLAN CHECK FEE Q Bldg. Dept, Q Esgil PLAN CHECK NO,. BUILDING ADDRESS APPLICANT/CONTACT J. BUILDING OCCUPANCY __ TYPE OF CONSTRUCTION 0A\)i* '3 PHONE DESIGNER PHONE CONTRACTOR PHONE BUILDING PORTION #/Y5rM AOD Air Conditioning Commercial Residential Res. or Comm. Fire Sprinklers Total Value BUILDING AREA 3W — VALUATION MULTIPLIER 7J.O& § 0 @ VALUE 1 Abaot. s S o?k. 3.0$ Building Permit Fee $ Plan Check Fee $ . OP COM HENTSj. SHEET / OF /12/87 BUILDING PLANCHECK ENGINEERING CHECKLIST DATE:/-. v- .' - ' l£J ITEM COMPLETE PLANCHECK NO. . .. , Vb/ ITEM INCOMPLETE - - t! NEEDS YOUR ACTION 1 2 3 s\;Vi DAVJS /--.if: S N R X ITEM SELECTED TDD /• i-. 0.. iQ'-., "• ~'.'" C C C PROJECT ID: H H H E E E LEGAL REQUIREMENTS C C C K K K Site Plan L^-l LJ LJ ^ 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. L—I LJ 2. Show on site plan: Finish floor elevations, pad elevations, elevations of finish grade adjacent to building, existing topographical lines, existing and proposed slopes, driveway / with percent (%) grade and drainage patterns. D f—j I—1 _ _ •— L-*l I—' 3. Provide^legal description" and Assessors Parcel Number. Discretionary Approval Compliance 4. No Discretionary approvals were required. 5. Project complies with all Engineering Conditions of Approval for Project No. . 6. Project does not comply with the following Engineering Conditions of Approval for Project No. Conditions complied with by: Date: Field Review 7. Field review completed. No issues raised. 8. Field Review completed. The following issues or discrepancies with the site plan were found: V A. Site lacks adequate public improvements. B. Existing drainage improvements not shown or in conflict with site plan. X C. Site is served by overhead power lines. D. Grading is required to access site, create pad or provide for ultimate street improvement. FRM0010.DH 08/29/89 Site access visibility problems exist. Provide onsite turnaround or engineered solution to problem. Other: Dedication Requirements v 9. No dedication required. .10. Dedication required. Please have a registered Civil Engineer or Land Surveyor prepare the appropriate legal description together with an 8^" x 11" plat map and submit with a title report and the required processing fee. All easement documents must be approved and signed by owner(s) prior to issuance of Building Permit. The description of the dedication is as follows: Dedication completed, Date:.By:. Improvement Requirements .11. No public improvements required. SPECIAL NOTE: Damaged or defective improvements found ad.iacent to building site must be repaired to the satisfaction of the City inspector prior to occupancy. _12. Public improvements required. This project requires construction of public improvements pursuant to Section 18.40 of the City Code. Please have a registered Civil Engineer prepare appropriate improvement plans and submit for separate plancheck process through the Engineering Department. Improvement plans must be approved, appropriate securities posted and fees paid prior to issuance of permit. The required improvements are: Improvement plans signed, Date:.By:. FRM0010.DH 08/29/89 Improvements are required. Construction of the public improvements may be deferred in accordance with Section 18.40 of the City Code. Please submit a letter requesting deferral of the required improvements together with a recent title report on the property and the appropriate processing fee so we may prepare the necessary Future Improvement Agreement. The Future Improvement Agreement must be signed, notarized and approved by the City prior to issuance of a Building Permit. Future Improvement Agreement completed, Date By: Grading Requirements 13a. Inadequate information available on site plan to make a determination on grading requirements. Please provide more detailed proposed and existing elevations and contours. Include accurate estimates of the grading quantities (cut, fill, import, export). V 14. No grading required as determined by the information provided on the site plan. 15. Grading Permit required. A separate grading plan prepared by a registered Civil Engineer must be submitted for separate plan check and approval through the Engineering Department. NOTE: The Grading Permit must be issued and grading substantially complete and found acceptable to the Citv Inspector prior to issuance of Building Permits. Grading Inspector sign off Date: By: Miscellaneous Permits V 16. Right-of-Way Permit not required. 17. Right-of-Way Permit required. A separate Right-of-Way Permit issued by the Engineering Department is required for the following: -Z;18. Sewer Permit is not required. .19. Sewer Permit is required. A Sewer Permit is required concurrent with Building Permit issuance. The fee required is noted below in the fees section. Industrial Waste Permit is not required. FRM0010.DH 08/29/89 21.Industrial Waste Permit is required. Applicant must complete Industrial Waste Permit Applicantion Form and submit for City approval prior to issuance of Building Permits. Permits must be issued prior to occupancy. Industrial Waste Permit accepted - Date: By: Fees Required M/fl 22. Park-in-Lieu Fee Quadrant: Fee per Unit: M/A 23. Traffic Impact Fee Fee Per Umt: Total Fee: Total Fee: MA 24. K/A 25. Nl/'Fi 26. Nl/fi 27. Bridge and Thoroughfare Fee Fee per Unit: Total Fee:. Public Facilities Fee required. Facilities Management Fee Zone: Permit No. Fee: Sewer Fees Fee: EDU's KI/A28. >^ REMARKS: Sewer Lateral required:. Fee: PiJTHPf. t I f ENGINEERING AUTHORIZATION TO ISSUE PERMIT Date: \\*\S~e*lO FRM0010.DH 08/29/89 Plan Check Planner PLANNING CHECKLIST Address Phone 438-1161 APN: (Name) Type of Project and Use C^/ Zone t^l _ Facilities Management Zone / Legend D a Item Complete Item Incomplete - Needs your action 1, 2, 3 Number in circle indicates plancheck number where deficiency was identified D D Environmental Review Required: YES NO TYPE DATE OF COMPLETION: Compliance with conditions of approval? If not, state conditions which require action Conditions of Approval D D Discretionary Action Required: YES NO TYPE DATE:APPROVAL/RESO. NO. PROJECT NO. OTHER RELATED CASES: Compliance with conditions of approval? If not, state conditions which require action. Conditions of Approval D Coastal: YES NO DATE OF APPROVAL: Compliance with conditions of approval? If not, state conditions which require action. Conditions of Approval D D Landscape Plan Required: YES NO See attached submittal requirements for landscape plans EH Site Plan: D D 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. D D D 2. Show on Site Plan: Finish floor elevations, elevations of finish grade adjacent to building, existing topographical lines, existing and proposed slopes and driveway. D D D 3. Provide legal description of property. CD CI CH 4 Provide assessor's parcel number. Zoning: D/D D 1. Setbacks: Front: Required Shown Int. Side: Required Shown Street Side: Required Shown Rear: Required Shown D D D 2. Lot coverage: Required Shown ODD 3. Height: Required Shown D D D 4. Parking: Spaces Required Shown Guest Spaces Required Shown Additional comments and remarks have been made on the building plans. These marked-up plans may be picked up at the Building Department. These marked-up plans must be resubmitted with the revised plans for this project. Have plans been marked up? YES NO D D D Additional Comments OK TO ISSUEXX^^i^^'^^^ / DATE c: Data Entry PLNCK.FRM City of Carlsbad Enaineerina Deoartment October 3, 1990 Jim Henkel 2575 Davis Ave Carlsbad, CA 92008 Dear Mr Henkel Pursuant to Carlsbad Municipal Code Section 18 40 you are required to construct certain public improvements in order to obtain a building permit In lieu of constructing said improvements now you may defer construction by signing the enclosed future improvement agreement and returning it to the City along with a $80 00 processing fee I will then approve the engineering portion of your building permit Sincerely, S.SCHEDELL SCOTT SCHEDELL Assistant Engineer SSpIg Enclosure 2O75 Las Palmas Dnvs « Carlsbad, California 92009-4859 • (619) 438-11 RECORDING REQUESTED BY AND WHEN RECORDED MAIL TO CITY OF CARLSBAD 1200 Elm Avenue Carlsbad, CA 92008 Space above this line for Recor- der's use. CITY OF CARLSBAD Permit No. 90-1537 Parcel No.155-251-10 CONTRACT FOR FUTURE PUBLIC IMPROVEMENTS THIS AGREEMENT is made by the City of Carlsbad, a municipal corporation, hereinafter referred to as "City", and Jim and Val Henkel, hereinafter referred to as "Property Owner." RECITALS WHEREAS, Property Owner has applied to City for a Building Permit Number 90-1537 for the real property hereinafter described, now under Property Owner's ownership; and WHEREAS, it has been found that said property is not suitable for development in its present condition, however said property would be suitable for development if certain public improvements hereinafter described are constructed and certain irrevocable offers of dedication are made to City; and WHEREAS, the Municipal Code of City requires certain improvements and dedications as a condition of approval of this building permit; and WHEREAS, Property Owner has requested that approval of said building permit be granted by City in advance of the time said improvements are to be made; and WHEREAS, Property Owner, in consideration of the approval of 1 Rev. 6/19/90 said building permit desires to enter into this agreement securing the construction of said improvements, and City has determined it to be in the public interest to agree to temporarily postpone said construction; NOW, THEREFORE, IT IS AGREED between the parties hereto as follows: Section 1. That City agrees to record any irrevocable offers of dedication made by Property Owner for (none required). Section 2. That Property Owner, in lieu of making the hereinafter described improvements before approval of said building permit is granted, agrees to install and construct, or cause to be installed or constructed, said improvements in accordance with plans and specifications approved by the City Engineer within sixty (60) days after written demand so to do by City. Property Owner shall not be required to make said improvements before November 1, 1992, or within such further period of time as is granted by City, provided, however, that upon the happening of either of the following occurrences said improvements may, at the sole election of City, be required to be made sooner than said date or such extended period of time which may have been granted by City: (a) When the City Council finds that the owners of 40% or more of the frontage, including the frontage of Property Owner, between intersecting streets on both sides of the street upon which the property herein described has frontage, have agreed with City to install street improvements to City specifications. (b) When owners of more than 50% of the frontage, between intersecting streets on both sides of the street upon which the property herein described has frontage, have petitioned 2 Rev. 6/19/90 the City to form an improvement district for the improvement of said streets. Said improvements shall be made without cost or expense to City. City estimates that the cost of engineering and construction of said improvement at the time of signing this contract is seven thousand nine hundred eighty and 00/100 DOLLARS ($7,980). Property owner hereby acknowledges that said cost is a reasonable estimate of engineering and construction costs at this time and that the actual cost of same at some time in the future may exceed this estimate. Section 3. That for the faithful performance of the promises and covenants herein contained, Property Owner hereby grants to City a lien upon the hereinafter described property in the amount of $7,980 plus any future increases of cost in excess of this sum resulting from increased engineering and construction costs, and in the event Property Owner, Property Owner's successors, heirs, assigns, or transferees fail to install and construct said improvements in the manner and within the time specified herein, Property Owner agrees that City may do any or all of the follow- ing: (a) Have the necessary engineering for said improve- ments done, and install and construct said improvements by contract or otherwise. City or its contractor and contractor's employees may enter upon any portion or portions of the property reasonably necessary for said engineering and construction, and the entire cost and expense shall be charged against said property and payable by said Property Owner, Property Owner's successors, heirs, assigns or transferrees immediately upon completion of said improvements. In the event same is not paid within thirty (30) 3 Rev. 6/19/90 days from completion, City may foreclose said lien as provided by law for the foreclosure of mortgages. (b) Direct the City Engineer to estimate the cost of necessary engineering, and the work required to install and construct said improvements, and foreclose said lien in said amount. (c) Pursue any remedy, legal or equitable (including those specifically referred to herein), for the foreclosure of a lien, and the Property Owner, Property Owner's successors, heirs, assigns and transferrees, shall be liable for reasonable attorney's fees as a cost in said proceedings. Section 4. That it is agreed that anything herein contained to the contrary notwithstanding, the promises and covenants made herein shall not be binding upon the holders, mortgagees, or beneficiaries of any purchase money mortgage or purchase money deed of trust for value which has been or may in the future be executed by the Property Owner, Property Owner's successors, heirs, assigns or transferees, and the lien hereby created shall be and is hereby subordinated to and declared to be inferior and subsequent in lien to the lien of any such purchase money mortgage or purchase money deed of trust. The lien hereby created shall likewise be of no force or effect against any owner whose title to the property hereinafter described is acquired by or as a result of a foreclosure or trustees' sale of any such purchase money mortgage or purchase money deed of trust. Section 5. That at any time during the period herein provided, the Property Owner, Property Owner's successors, heirs, assigns or transferees may deposit a cash bond or post a surety performance bond satisfactory to the City to charge said surety 4 Rev. 6/19/90 with the cost of said improvements; the amount of bond to be the estimated cost of engineering and improvements at the time of such deposit or posting as ascertained by the City Engineer, and that upon deposit of said cash or posting of said bond the City agrees to release the property, or any portion of it as to which said deposit or posting applies, from the provisions of this agreement, and to execute any necessary release to enable the record title of the property to be released from the lien herein imposed. Section 6. Said City shall not, nor shall any officer or employee thereof, be liable or responsible for any accident, loss or damage happening or occurring to the work or improvements specified in this agreement prior to the completion and acceptance of the same, nor shall said City, nor any officer or employee thereof, be liable for any persons or property injured by reason of said work or improvements, but all of said liabilities shall be assumed by said Property Owner and Property Owner's successors, heirs, assigns or transferees, and they shall save the City harmless from, and indemnify the City against, any and all claims, suits and liabilities of or to any person or property injured or claiming to be injured as a result of said work or improvements. Said Property Owner, and Property Owner's successors, heirs, assigns or transferees, further agrees to protect said City and the officers and employees thereof from all liability or claim because of, or arising out of, the use of any patent or patented article in the construction of said improvement. Section 7. It is further agreed that said Property Owner will at all times up to the completion and acceptance of said work and improvements by the City, give good and adequate warning to the traveling public of any dangerous or defective conditions of 5 Rev. 6/19/90 public property. The Property Owner hereby agrees to pay for such inspection of improvements as may be required by the City Engineer of City. Section 8. This agreement and the covenants contained herein shall be binding upon and inure to the benefit of the successors, heirs, assigns and transferees of Property Owner, shall run with said real property, and create an equitable servitude upon said real property. Section 9. A description of the property referred to herein and upon which said lien is imposed is described as follows: Lot 4, Block A of Sunny Slope Tract according to Map No. 995 filed in the office of the San Diego County Recorder June 6, 1906. Rev. 6/19/90 10 Tne required improvements to be constructed and the estimated costs thereof are as follows: IMPROVEMENTS Engineering L.S. Curb and Gutter 50 L.F. Sidewalk 250 sq. ft. Underground of overhead Utilities 50 L.F. +15% Contingency TOTAL ESTIMATED COSTS $ 500.00 600.00 840.00 5.000.00 6,940.00 1.040.00 7,980.00 Executed this DEVELOPER I sBv: \yj0t. day CITY OF CARLSBAD a municipal corporation of the State of California Val Henkel By: MARTIN OKBNYAK for City Manager ATTEST: ALETHA L. RAUTENKRANZ, City Clerk (Notarial acknowledgement of execution by DEVELOPER-OWNER must be attached) (President or vice-president and secretary or assistant secretary must sign for corporations. If only one officer signs, the corpo- ration must attach a resolution certified by the secretary or assistant secretary under corporate seal empowering that officer to bind the corporation.) APPROVED AS TO FORM: VINCENT F. BIONDO, JR. City Attorney Deputy City Attorney Rev. 6/19/90 I in « O. CONTRACT FOR FUTURE PUBLIC IMPROVEMENTS STATE OF CALIFORNIA COUNTY OF SAN DIEGO On this the i_S TITLE INSURANCE . day of SS November Notary Public in and for said County and State, personally appeared ±±±±±±±±±±±±±±±±±±±±±±±±±±±±±±±±±± ±±±±: -personally known to me or proved to me on the basis of satisfactory evidence to be the person whose name_3--S_ subscribed to the within instrument and acknowledged that he^ executed the same JIM HENKEL 19?_Q_ before me the undersigned a Signature af Notary FOR NOTARY SEAL OR STAMP MARIA S.OTARY POBtlC SAN DIEGO COUNT/ r(WM EXP SEPT. 11.1992 H.' 0 oo o u STATE OF COUNTY OF _ On this 1RT • ss day of flOVTTMBra >n the year 1QQn before me the undersigned a Noury^Public in and for said County and Slate personally appeared per,ona,,y Kno-n to me (or proved to me on ,h. bu» of sausractory _. uacknowledged that same ."subscribed to the within instrument and SHE + + + +JuL±-±_t executed the Signature DELORES J. DILLY Name (Tvned or Printed) Notary Public in and for said County and State F2492 R 6/84 OFF'CALSI--LD:L!.Yfflf-*&ft&s\ >-'--^"--J ""- \f&.^ Wl'££?f£w "*£3pJ SAMD'ECOCOUM-Y TfTgi-X My Comrni scr- ;.„ ,-. ^3 13 FOR NOTARY SEAL OR STAMP