Loading...
HomeMy WebLinkAbout2412 LA PLUMA LN; ; CB900452; Permitmmm'!.. 05/09/90 16; Page 1 of Job Address Perinit Type; BUILDING PERMIT 42 1 2412 LA PLUMA LN RESIDENTAL ADDITION/ALTERATION Str I Parcel No: 255-091-40-00 Valuation: 109,267 Construction Type: NEW Occupancy Group: Description: 1454 SF 2S ADDITION Class Code Permit No: CB900452 Project No: A9000547 Development No: Fl: Ste: 5340 05/09/90 ftOOi (}•• C-PRHT is: ISSUED Applied : 03/20/90 Apr/Issue : Validated By: DC OWNER : SCHARBARTH, GINNY *** Fees Required *** *** Fees: 1,176.00 Adjustments: .00 Total Fees: 1,176.00 Fee description Lie. Fees Collected & Credits Total Credits: Total Payments: Balance Due: Units Fee/Unit * * * . 00 404.00 772,00 Ext fee Data Building Permit Plan Check Strong Motion Fee * BUILDING TOTAL Enter "Y" for Plumbing Issue Fee > Each Plumbing Fixture or Trap > Each Building Sewer > * PLUMBING TOTAL Enter "Y" for Electric Issue Fee > Other > * ELECTRICAL TOTAL ($10 Minimum) 10.00 1. 00 10 , 00 2. 50 6.50 675 439 8 1122 , 7. 25, 6 , 39 5 , 10 , 15 , 00 00 00 00 50 00 50 00 00 00 00 REMODEL CITY OF CARLSBAD 2075 Las Palmas Dr., Carlsbad CA 92009 (619) 438-1161 PERMIT APPLICATION City of Carlsbad Building Department 2075 Las Palmas Dr., Carlsbad, CA 92009 (eis) 438 iiei 1. PERMIT TYPE I nNEW •TENANT IMPROVEMENT • NEW QTENANT IMPROVEMENT • APARTMENT •CONDO J^INGLE FAMILY DWELLING A - • COMMERCIAL B - •INDUSTRIAL „ .... C - ^^RESIDENTIAL •APARTMENT • CONDO J^INGLE FAMILY DWELLING ^^DDITION/ALTERATION ' nDUPLEX •DEMOLITION •RELOCATION •MOBILEHOME •ELECTRICAL •PLUMBING • MECHANICAL QPOOL •SPA •RETAINING UALL •sOLAR •OTHER_ 2. PROJECT INFORMATION PLAN CHECK NO. ^41 i tfiL PLw^a^ L^e^ PLAN CK DEPOSIT VALID. BY 04^'69^ FOR OFFICE USE ONIY Address Nearest Cross Streets BuiIdi ng or Sui te No. Lot No Subdivision Nafne/Number J"- o f/- vo n2 Energy Calcs structural Calcs • 2 Soi Is Report Ql Addressed Envelope ASSESSOR'S PARCEL EXISTING USE PROPOSED USE DESCRIPTION OF UCiRk: ^ i BLDG. SO. FTG. R 3. CONTACT PERSON . . , # NAME n M ScA^tr-Jb^ur'T h 'Tf ^^ty^^fO^*^ STATE ZIP COOE 4. APPLICANT NAME CITY • CONTRACTOR • AGENT FOR CONTRACTOR ADDRESS ^JLOt> 9 DAY TELEPHONE ^3C> ^ O^/l^ 7 Pt)UNER STATE ZIP COOE • AGENT FOR OWNER DAY TELEPHONE 5. PROPERTY OWNER OWNER CITY STATE ZIP CODE • LESSEE • TENANT ADDRESS DAY TELEPHONE 6. CONTRACTOR NAME STATE LIC. n ADDRESS ZIP CODE LICENSE CLASS TITLE DAY TELEPHONE CITY BUSINESS LIC. # OATE ADDRESS DAY TELEPHONE STATE LIC. # WORKERS' COMPENSATION Workers' Compensation Declaration: 1 hereby affirm that 1 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. 8. OWNER-BUILDER DECLARATION Owner-Builder Declaration: I hereby affirm that I am exempt from the Contractor's License Law for the following reason; Q 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. 70AA, 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 conpletion, the owner-builder will have the burden of proving that he did not build or improve for the purpose of sale.). rn I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec l^UU , 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 Secti 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, arvd the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars [$500]). SIGNATURE DATE COMPLETE THIS SECTION FOR NON-RESIDENTIAL BUILDING PERMITS ONLY: Is the applicant or future building occupant required to submit a business plan, acutely hazardous materials registration form or risk management and prevention program under Sections 25505, 25533 or 25534 of the Presley-Tanner Hazardous Substance Account Act? • YES DNO Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? • YES •NO Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? • YES QNO IF ANY OF THE ANSWERS ARE YES, A FINAL CERTIFICATE OF OCCUPANCY KAY MOT 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( i) Civil Code). LENDER'S NAME LENDER'S ADDRESS 10. APPLICANT'S SIGNATURE I certify that I have read the application and state that the above information is correct. I agree to comply with all City ordinances and State laws relating to building construction, i hereby authorize representatives of the City of Cartsbad to enter upon the above mentioned property for inspection purposes. I ALSO AGREE TO SAVE INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS, COSTS AND EXPENSES WHICH KAY 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 abarxJoncd at any time afte^ the work is commenced for a period of 180 days (Section 303(d) Uniform Building Codc). NER [•CONTRACTOR 2 • BY PHONE APPROVED BY: DATE: WHITE: File YELLOW: Applicant PINK: Finance PERMIT* CB900452 DESCRIPTION: 1454 CITY OF CARLSBAD INSPECTION REQUEST FOR 04/24/92 SF 2S ADDITION TYPE: RAD JOB ADDRESS: 2412 LA PLUMA APPLICANT: SCHARBARTH, GINNY CONTRACTOR: OWNER: SCHARBARTH, GINNY LN PHONE: PHONE: PHONE: STR: 619 436- INSPECTOR AREA TP PLANCK# CB900452 OCC GRP CONSTR. TYPE NEW FL: STE: -0567 REMARKS: MH/436-0567 INSPECTO _ SPECIAL INSTRUCT: WK 753-7883. WILL CALL TIM IN AM RE ^ME TOTAL TIME: CD LVL DESCRIPTION ACT COMMENTS 19 29 39 49 ST Final structural PL Final Plumbing EL Final Electrical ME Final Mechanical ***** INSPECTION HISTORY ***** DATE DESCRIPTION ACT INSP COMMENTS 050891 Final Coinbo CO TP 081090 Interior Lath/Drywall AP PY 081090 Exterior Lath/Drywall AP PY 080690 Insulation AP TP 080690 Shower Pan/Roman Tubs AP TP 080690 Rough Combo AP TP 072790 Frame/Steel/Bolting/Welding CO TP OK TU INSUL 071990 Roof/Reroof AP TP CUT TRUSS DETAIL 061990 Sewer/Water Service AP TP 061990 Gas/Test/Repairs AP TP PART 061990 Sewer/Water Service AP TP 053190 Ftg/Foundation/Piers AP TP 053190 Steel/Bond Beam AP TP 053090 Ftg/Foundation/Piers CO TP 053090 Underground/Under Floor AP TP 053090 Steel/Bond Beam CO TP 05/20/92 INSPECTION HISTORY LISTING FOR PERMIT* CB900452 DATE INSPECTION TYPE INSP ACT COMMENTS 04/24/92 Final Coinbo RI RI MH/436-0567 04/24/92 Final Combo PD AP 04/23/92 Final Plumbing RI RI MH/RYAN/436-0567 04/23/92 Final Plumbing TP CA 05/09/91 Final Combo RI RI MH/TEL/GINNY 05/08/91 Final Combo RI RI MH/GINNY/436-0567 05/08/91 Final Combo TP CO 08/10/90 Interior Lath/Drywall RI RI Tl/MH/RICH/436-1510 08/10/90 Interior Lath/Drywall PY AP 08/10/90 Exterior Lath/Drywall RI RI Tl/MH/RICH/436-1510 08/10/90 Exterior Lath/Drywall PY AP 08/06/90 Insulation RI RI T2/MH/RICHARD 08/06/90 Insulation TP AP 08/06/90 Exterior Lath/Drywall RI RI T2/MH/RICHARD 08/06/90 Shower Pan/Roman Tubs RI RI T2/MH/RICHARD 08/06/90 Shower Pan/Roman Tubs TP AP 08/06/90 Rough Combo TP AP 07/27/90 Frame/Steel/Bolting/Wel RI RI Tl/CMW/RICHARD/ 07/27/90 Frame/Steel/Bolting/Wel TP CO OK TU INSUL 07/19/90 Roof/Reroof TP AP CUT TRUSS DETAIL ATTEN. 07/19/90 Rough Combo RI RI T2/MH/RICHARD/436-1510 06/19/90 Sewer/Water Service RI RI T 2/MH/SCHARBARTH/436-1510 06/19/90 Sewer/Water Service TP AP 06/19/90 Sewer/Water Service TP AP 06/19/90 Gas/Test/Repairs RI RI T2/MH/SCHARBARTH/436-1510 06/19/90 Gas/Test/Repairs TP AP PART 05/31/90 Ftg/Foundation/Piers RI RI T3/RS/RICHARD/436-1510 05/31/90 Ftg/Foundation/Piers TP AP 05/31/90 Steel/Bond Beam TP AP 05/30/90 Ftg/Foundation/Piers RI RI Tl/RS/RICHARD/436-1510 05/30/90 Ftg/Foundation/Piers TP CO 05/30/90 Steel/Bond Beam TP CO 05/30/90 Underground/Under Floor RI RI Tl/RS/RICHARD/436-1510 05/30/90 Underground/Under Floor TP AP HIT <RETURN> TO CONTINUE.. DATE: nDESIGNER ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA 92123 (619) 560-1468 >Sl 9 / So •APPLICANT I ry~ j • JURISDICTION JURISDICTION: LLcirl ba.r\ QPLAN CHECKER QFILE COPY PLAN CHECK NO: ^ 4-5 9 SET: .\J\ QUPS PROJECT ADDRESS: ^4 (^ Lo^ PluVY\(X LaT\€ PROJECT NAME: SVigpba.V~V\A ftes. /Vrld^i The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. I—I The plans transmitted herewith will substantially comply I I with the jurisdiction's building codes when minor deficien- cies identified are resolved and checked by building department staff. j—I The plans transmitted herewith have significant deficiencies I I 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. • The applicant's copy of the check list is enclosed for the jurisdiction to return to the applicant contact person. [ I The applicant's copy of the check list has been sent to: j j 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: QlVlV^y/ ^SnQr"U(^t'TV( Date contacted: s/s/SO Telephone # l!Y\ Oe^SoAX •1 REMARKS: ' By A_A(UX.Q\lA I lig^^J3c&<-v^K^t.J<V Enclosures : ESGIL CORPORATION UDa.\V-lvt • GA DAA DVW QDM ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA 92123 (619) 560-1468 DATE; JURISDICTION: HarU b^L ck PLAN CHECK NO: 9r)-4rSa, SET: IT PROJECT ADDRESS PROJECT NAME: SVlarbar-tVi ftes. AdL<i^xi, •APPLICANT ^nJUR I SDI CTlM^ • FILE COPY • UPS ~! DES IGNER • • • 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. x-e>ma.rl<i> are The ohoolt Hot transmitted herewith-ii for your information. The plans are 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: Telephone #_ REMARKSzC?) Opo^T ^(oc^r s}(\enr ixYi{[<C^ ln€ ^57. pp^r r\c. @S\^ouJ gj[g\-\;('mv?oui> Vieacier ^f'T omar.e, -PvotiV S>\\ea!r uaxlU ESGIL CORPORATION 4/z=^/9o ^"N-^^ i -I il-.^ -IA _L By; • GA DAA DVW QDM ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA 92123 (619) 560-1468 DATE: JURISDICTION PLAN CHECK NO; CARLSBAD (^[JURISDICTION' So-4^ 2. SET: X PROJECT ADDRESS: ^24 \ Lr3^P\ia7\a. LoC<\^ PROJECT NAME: • FILE COPY • UPS ^SDESIGNER • • 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. • 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. r~j Esgil staff did advise applicant that the plan check has v been completed. Person contacted: GlTl\'\y Sd^Qrbav^'Vh Date contacted: Telephone # A'^io" 03(0"^ Q REMARKS: ESGIL CORPORATION 3^2-2.^ 90 •GA •AA DW? QDM Enclosures: FLAN CHECIC NO: FaCEWMO); PLEASE READ JDRISDICnCHl; CIT? OF CARLSBAD TO: aA\rL LxPluTna LA\. EHCLOSOKES: FROJEd ADDRESS: Carlsbaci FLOC« AREA:_ STCmES: HEICaX: 14^4 TuDO 2.^2'-O" ir REMARKS: HAN CORKKCTICW SaKKI CITY OF CARLSBAD SINGLE FAMILY AHD DDFLKC DWELLINGS Date plans received by jurisdiction: 3lkoj90 Date plans received by Esgil Corporation: Date initial plan check completed: Applicant contact person: Rc}(m^\^ Telephone: 43 6S(n 7 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 check is le Building Present Califomia law mandates that residential construction comply with Title li* and the following model codes: 1988 UBC (eff. l/iy90) 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 ordinemce. apply to residential of the code editions The circled items listed need clarification, modification or chamge. All items have to be satisfied before the plems will be in confonnance 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, comity or city law. To speed up the recheck process, note on this list (or a COPV) where each correction item has been addressed i.e.. plan sheet, specification, etc. Be sure to enclose the mcirked up list when you subcit the revised pleins. NOIE: PAGE NUHBERS ARE NOI IN SBQOENCg AS PAGES HAVING NO HEKS NEEDING OKRECIiaiS HERE DELEEED. List No. 12, Carlsbad Single Family Dwelling and Duplex With All Supplements. (1988 UBC) 0 y Q /• FLANS Please make all corrections on the original tracings and submit two new sets of prints, and any original plan sets that may have been retumed to you by the jurisdiction, to: Esgil Corporation, 9320 Chesapeake Drive, Suite #208, San Diego, Califomia 92123, (619) 560-1468. Please m«dce all corrections on the original tracings and submit two new sets of prints, and amy original plain sets that may have been retumed 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. (Califomia Business and Professions Code). Plans, specifications and calculations shall be signed by the Califomia state licensed engineer or eurchitect responsible for their preparation, for plans deviating from conventional wood frame construction. Specify expiration date of license. (Califomia 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, Ccurport, patio, deck and balcony. Section 302(d). Provide a statement on the Title Sheet of the plans that this project shall comply with Title 24 and 1988 UBC, UMC and UPC and 1987 NEC. Submit fully dimensioned plot plan dra\<Ti 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 pattems with minimum slopes. Section 302(d). Indicate distance from property lines to proposed building. Section 302(d). y y 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 420. 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: REOUIRED 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. STRUCTURAL CONCPJETE OVER 2500 PSI PRESTRESSED STEEL FIELD WELDING HIGH STRENGTH BOLTS EXPANSION ANCHORS SPECIAL MASONRY SPRAYED ON FIRE PROOFING PILES/CAISSONS DESIGNER-SPECIFIED OTHER FIRE PR0T>: : a:oH 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 / y Exterior walls closer than 3 feet to a property line shall have 30 inch parapets when the floor eirea 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. 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 noncombustible material if they project into the 3' setback area from the property line. Section 1710. of permanently wired smoke b. c. d. e. Show location detector: a. Centrally located in corridor or area giving access to sleeping rooms. On each story. In the basement. When sleeping rooms eure upstairs, at the upper level in close proximity to the stair. In rooms adjacent to hallways serving bedrooms, when such rooms have a ceiling height 24 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 RESIDENTIAL RE0OIRB4ENIS l\. 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). Window area must be at leeist 1/10 of the floor area and a minimum of 10 square feet per Section 1205 (a). Appears to be deficient in Openable window eurea in habitable rooms must be 1/20 of the floor area and a minixaum 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). At least 1/2 of the common wall must be open eind have em 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). 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 compeurtments, laundry rooms emd similar rooms if required openable windows are not provided. Section 1205 (c). n. 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 laimdry rooms, hallways, corridors, and bathrooms is a minimum of 7'0". Section 1207 (a). Dimension on the plajis the 30" clear width for water closet compartments and 24" clearance in front of water closet. Section 511 (a). Specify safety glazing for glazing in hazeadous locations such as glass doors, glazing adjacent to doors eind glazing adjacent to walking surfaces. Section 5406. Glazing, in the same wall pla.ne as a door, crjst 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 y ® 0 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. Walls and floors sepeirating units in a duplex shall be of one-hour fire-resistive construction. Section 1202(b). A mezzanine is em 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. Ems. SIAIRWAYS, AHD 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). Required exit doorways shall be not less than 36" in width 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 leindings. Openings between railings shall be less than 6". Section 1711. Show how guardrail connection details £ire adequate to support 20 pounds per lineal foot at a right angle to the top rail. Table 23-B. y Provide stairway and lemding details. 3306 (b), (c) and (p). Section a. Maximum rise is 7" and minimum run is 11". When the stairs serves less than 10 occupeints, or serves an unoccupied roof, rise may be 8" meiximum emd run 9" minimum. b. Minimum headroom is 6'-6". (per Title 24) c. Minimum width is 36". ©All handrails per Section 3306 (j), shall satisfy the following: Provide handrail for stairways with 4 or more risers. ©Handrail shall be 34" above the nosing of treads, (per Title 24) 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 inweird at the top step of a stairway provided the top step is not more than 7 1/2" lower than the floor level. Section 3304 (i). 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 axe narrowest. b. Maximum rise is 8 inches. c. Minimum width is 36 inches. 2/12/90 Provide 3306 (f) spiral stairway details, per Section a. b. d. Minimum run is 7 point 12 inches the narrowest. 1/2 inches from where measured at a the treads axe y y y y Maximum rise is 9 1/2 inches. Maximum clear opening between risers is 6 inches. Minimum headroom is 6 feet 6 inches The tread must provide a clear walking area measuring at least 26 inches from the outer edge of the supporting coltjmn to the inner edge of the handrail. Spiral stairways may not be used for required exits when the area served is greater than 400 sq. ft. Section 3306 (f). Provide I.C.B.O. Research Report emd number for metal stairway, or submit plems and calculations and approved fabricator registered with the building depeirtment or note that the stairway fabrication plans shall be submitted to emd approved by the building official prior to installation. Exterior stairways shall not project into the 3 foot setback from the property lines. Section 3306 (n). The walls and soffits of the enclosed usable space imder interior stairs shall be protected on the enclosed side as required for one-hour fire-resistive construction. Section 3306 (m). Within units, show that minimum width of 36 inches. corridors have Section 3305 (b). ROOFING 56. Specify roof slope. y © /• /• Roof slope is not adequate for roof type specified. Table 32-B,C,D and E. Provide skylight details with Sections 3401 and I.C.B.O. approval number. .to show compl iemce 5207 or provide y y Plastic skylights must be separated from each other by at least 4 feet. Section 5207 (a) 6. Show attic ventilation. Minimum vent area is 1/150 of attic area or 1/300 of attic area if at least 50% of the required vent is at least 3 feet above eave vents or comice vents. Show required area emd eurea provided. Section 3205 (c). MASONRY 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 emd #9 wire in horizontal joints. Show height emd construction details of all masonry walls. Chapter 24. Show floor and roof connections to masonry 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. Specify roof material and application. Chapter y Show a minimum 2" air space emd flashing between planter and building walls. Section 2516 (c) 7. 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 geureige, including walls supporting floor joists, must have one-hour fire-resistive protection on the garage side. Section 503 (b) Specify I.C.B.O. or roof materials not tile, etc. Section U.L. approval number for covered in U.B.C, e.g. 107. Show 1 3/8" solid openings between ga 503 (d). core self-closing door for : r-e and dwelling. Section Specify minimum 1/4 inch for drainage or design water. Section 3207 (a) per foot roof slope to support accumulated and Section 2305 (f). Garages are not permitted to open into a room used for sleeping purposes. Section 1104. Show roof drains and overflows. Section 3207. 12/11/89 y y y / An occupemcy sepeuration is not required between carpo^'^ 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 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). POONDAIION REOUIRBgJtIS PR6V\D& AV GOfV OP Tt+E. Sim "SB* soils report, note on the plan the soils classification, whether or not the soil is expansive and note the allowable beeiring 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 emd details as required to show compliance: Provide notes on the foundation plan listing the soils report recommendation for foundations, slab and building pad preparation. Provide a letter from the soils engineer confirming that the foundation plan, grading plem 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). y y y 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 prepeired in accordemce with the soils report, 2. The utility trenches have been properly backfilled and compacted, emd 3. The iFoundation excavations comply with the intent of the soils report". 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. Note on plans that wood shall be 6" minimum py. _ / above finish grade. Section 2907 (a) Note on plans that surface water will drain away from building and show drainage pattem emd key elevations. Section 2905 (f). Dimension foundation per U.B.C. Table 29A: Floors Supported'*' 1 2 3 Footing Stemwall Width Depth Thickness 6" 8" 10" 12" 15" 18" 12" 18" 24" 6" 7" ''Foimdations 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 emd manufacturer of power driven pins. Show edge emd end distances and spacing. Section 302 (d). 2/13/90 A If required, show size, imbedment emd location of hold down emchors on foundation plan. Section 302 (d). 93.) If hold downs eire 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). Ji5. Show on the plans stepped footings for slopes / steeper than 1:10. Section 2907 (c). 9^. Show minimum 18" clearance from grade to bottom y of floor joists and minimum 12" clearance to bottom of girders. Section 2516 (c) 2. /'97. / Show pier size, spacing undisturbed soil. Table 29-A. Show minimum underfloor access Section 2516 (c). and depth into of 18" X 24". ^1. y- 104. Show minimum underfloor ventilation equal to 1 sq. ft. for each 150 sq. ft. of underfloor eurea. Openings shall be as close to comers as practicable emd shall provide cross ventilation on at least two approximately opposite sides. Section 2516 (c) 6. FRAMIHG 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 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 lineair length of the wall, or provide design. Section 2517(g)3, Table 25-V. Note cross bridging or blocking. Floor joists and reifters 12" or more in depth shall be supported laterally by bridging at intervals not exceeding 8 feet, unless both edges axe 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, perpendiculeir to joists, shall not be offset from supporting girders, beams, walls or peurtitions, more them the depth of the joist. Section 2517 (d) 5. Show reifter 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, (h) 4. Section 2517 Show rafter purlin braces to be not less them 45 degrees to the horizontal. Section 2517 (h) 5. Show double top plate with minimum 48" lap splice. Section 2517 (g) 2. Show nailing 25-Q. will be in compliance with Table Show or note fire stops at the following locations per Section 2516 (f): a. In concealed spaces of stud walls emd 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 emd 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 eiround vents, pipes, ducts, chimneys, fireplaces emd similar openings which afford a passage for fire at ceiling and floor levels, with noncombustible materials. yX^. 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. 111. Show stud size and spacing. Maximum allowable / stud heights: Bearing wall: 2 x4 and 2x6 max. max. 10' 20' Non-beaxing: 2 Table 25-R-3. X 4 max. 14', 2 x 6 two X 4 floors, a roof or 2 X 6 at 16" and o.c. yAL. Studs supporting / ceiling must be 3 Table 25-R-3. 133. Note on A.l.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 y ^/iii. © y Detail all post-to-beam emd post-to-footing connections emd reference the detail to the plan. Section 2516 (m). Detail shear tremsfer connections, including roof emd floor diaphragms, to shear walls. Section 2513. Specify nail size and spacing for all shear walls, floor and roof diaphragms. Indicate required blocking. Maintain meucimum diaphragm dimension ratios. [Tables 25 I, J, K and Section 4714 (d)]. Provide truss details emd truss calculations for this project. Specify truss identification numbers on the plems. 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). Provide framing sections through Section 302 (d). Specify all header sizes for opening over 4' wide. Section 2517 (g) 5. f2. Provide calculations for main vertical and horizontal framing members and post footings. Section 302 (b). [23. Provide calculations for lateral loads, shear panels, shear transfer and related. Section 302 (b). In Seismic Zones 3 emd 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. y Show on the plems all stiructural requirements developed in the structural calculations. Section 302 (d). (See comments below or at end.) 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 stiructures 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. L2B. Show location of attic access with minimum / size 22" X 30". Section 3205. 129. Show draft separation for attic areas between units in a duplex. Section 2516 (f). Specify plywood and/or particle board thickness, grade emd pemel identification index. Table 25-S. is less than 3:12, design Section 2517 (h). 131. When roof pitch / ridge as a beam. 137. 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. SHOU) CetLlkXq F<2JVW(fOCq fcexu)^ 36. Ridges, hips, and valleys shall be at least one size larger than supported rafters. Section 2517 (h) 3. 37. In open beam construction, provide strap ties across the beeuns at the ridge support. Section 2501 (b). MECHANICAL fPNIFORM MECHANICAL OM)E') All heating, ventilating, and cooling systems and appliances shall comply with the Uniform Mechanical Code. 2/12/90 lis) Show the size, location and type of all heating -—^ and cooling appliances or systems, AcDl^n 1397\ Show source of combustion air to fumace, per Chapter 6, UMC. ELECTRICAL (NATIONAL ELECTRICAL OOOR) AT/OK) All wiring shall Electrical Code. comply with the National Chapter 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. ( ISlJ Show on the plan the amperage of the ^—^ electrical service, the location of the service panel and the location of any sub- panels. If service is over 200 amps, submit single line diagremi, panel schedule and load calculations. Show minimum 30" deep unobstructed working y*^' location of all electrical receptacles ' space in front of fumace. Section 505, UMC. y space SFurnace shall not be installed in emy bedroom, bathroom or in a closet or conf ined space with • access only through such ' room unless specified as direct vent appliance, enclosed fumace or electric heating appliance. Section 704 UMC. '3. 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. (144.)Show access to the attic containing equipment "-——^^ko-iis.—ainimun—36—inehos—by——MtshttCi - The openine niay be 22 inches by 30 inches if the equipment can be removed through such opening. Section 708 UMC. C145.JWhere equipment is installed in the attic, the distance from the attic access to such equipment shall not exceed 20 feet. SNote that passageway to the attic fumace shall be unobstructed and have continuous solid flooring not less than 24 inches wide. Section 708 UMC. SShow permanent electrical outlet and lighting fixture controlled by a switch for the attic fumace. Section 708 UMC. Show details to comply with Section 709 for fumace under the floor, or Section 710 for roof or outside fumace. 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 (a) 6. Provide dryer vent to outside. UMC, Section 1903. y 3. Electrical receptacle locations and/or spacing is not adequate in Show at least one convenience outlet other than outlets for laundry, etc., outdoors, in garages and basements. NEC, Art. 210-52. Note convenience outlets in bathrooms, kitchen counter top(s) within 6 feet of the kitchen sink, outdoors, and in garages and basements (other than for laundry and similar equipment)' shall be GFI protected. NEC, Art. 210-8. 156.jNote electrical system ground to be provided •per NEC, Art. 250-81. \f/{. PLDMBING (UNIFORM FLOHBING CODE) Show water heater size, type and plans. UPC, Section 1301. location on Show source for providing combustion air to fuel buming water heater. If wall openings in em enclosure are used, at least one-half of the required opening area shall extend into the upper twelve inches of the enclosure and one-half within the lower twelve inches. UPC, Section 1307. Fuel combustion water heater shall not be installed in bath or bedroom or in a closet opening into bath 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 route of discharge line to exterior. UPC, Section 1007 (e). and show 1/19/90 y yd. Show that water heater is adequately braced to resist seismic forces, when not connected by rigid pipe. UMC Section 504(d). Show shower stall can accommodate a 30" circle and has a minimum floor area of 1,024 sq. in. UPC 909 (d). Provide clothes washer hook-up Title 24, Part 3. for each unit. NOISE iNSULAIICMt (DOFLEXES) Show details of duplex common (party) walls and floor/ceiling assemblies to achieve a Sound Transmission Class (STC) rating in walls of 50 decibels and em 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. 7. Provide insulation in walls and ceiling to achieve STC of 50 between geirage and living area if garage use is not controlled by resident. Title 24. 0 e ENERGY CONSERVATION Provide plems, calculations and worksheets to show compliance with current energy standards. The regulations require a properly completed and properly signed Form CF-IR to be either imprinted on the plems, 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. 0A11 energy items shown on the plems must be in agreement with the information shown on the properly completed Form CF-IR. ©Specify on the building plems all of the mandatory energy conservation requirements as listed on the enclosure titled, "Mandatory Energy Conservation Requirements". f 172^: 172.)Show the make, model emd efficiency of the Vi.^ space heating (or cooling) system emd provide heat loss calculations if the output exceeds 45,000 BTU/Hr. y For room additions, show that the glazing area of the addition does not exceed 16% of the newly-conditioned floor eirea, plus glazing removed or relocated due to the addition. 174.)Provide fluorescent general lighting in kitchen(s) per CAC, Title 24, 2-5352(J). CARLSBAD S.F.D. & DUPLEX SDPFLBIENT ^175^ Energy conservation design should be for Zone 17b. Floor drains must have auto-prime (city / . policy). 7. Note exhaust ferns cannot be ductless type (city policy). '8. New residential units must be pre-plumbed for future solar water heating. Note "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 "two 3/4" copper pipes must be installed to the roost convenient future solaur pemel location when the water heater is not in a one story geirage and is not directly below the most south facing roof. (City Ordinance No. 8093). All piping for present or future solar water heating must be insulated when in eireas that are not heated or cooled by mechanical means (city policy). Incorporate the waterproofing details, on the attached Policy 80-8, where interior living space occurs below grade at the masonry wall(s). 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. Exception: 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 plems. Heavy timber framing, minimum 6" x 10" beams emd minimum 8" x 8" post, for the structural beam and column supporting the fire separation between the garage and living area above, is acceptable if shown on the plems. (city policy). 182. 2/26/90 10 185. yd. 187; 0 All structures require a Class B roof covering, except room additions. If a room addition covers all of the existing building (2nd story addition), then the above exception doesn't apply. City Ordinemce 9792 requires two parking spaces/unit with cleeir area of 20'x20' i.e. no washing machines, etc. Show compliemce. All chimneys attached to any appliance or fireplace that bums solid fuel shall be equipped with an approved spark arrester. Ihe net free area of the spark eirrester shall be not less them 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 them 1/2-inch and shall not block the passage of spheres having a diameter of less them 3/8-inch. MTfMTKT.TAWBnnS Please see additional corrections, or remarks, on tho follo<»ing pagiv. L190 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. 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 emd where they are located in the plems. Have chemges been made to the plems 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, Califomia 92123; telephone number 619/560-1468, to perform the plem check for your project. If you have any questions regarding these plem check items, please contact at Esgil Corporation. If you have any questions regeirding City Building permit procedures, please contact Ceurter Damell at the City of Carlsbad, 2075 Las Palmas Dr., telephone 619/438-1161. Thank you. Enclosures: 1^ 2. -Wl-e roof lo^ nvjgy-'fVip, C-v^r. IS Ct l.<;o ^ recViedc of 4Mg, seismic. \ AT\rxA-e.. '.,n\1g'^ %kA.: nil ^V^e^r u>a\k GAfe. r>6i o4 (igf) "Tbe o^ra^iL \\e^[cr /D\XJLOC^A 1 6 (sf ca[cA> ^ -7^i(w.s Lo\l\ (r»^ W\rvie {yk\e^^ 2/14/90 rxA\ liS^/w\ c{f.^\rrAS ore prf>\)i?[xf^( nPVPI nPUPNTAL • Ki 1200 ELM AVENUE SERVICES Wt^yj CARLSBAD. CAW008-19e8 BUILDING DEPARTMENT ^i^jW («1<0 Citp of Cadf^bab THE INFORMATION LISTED BELOW MUST BE SHOWN ON THE TITLE SHEET OF THE PLANS FOR YOUR SINGLE FAMILY DWELLING J^egart^scri ption ^A5.se55tyf' s Parcel Number ^ . _juaxiJ:4-ty--trinJrading in cubic yards Cor3i£Lc4;--4^er5oir'- Name and daytime Phone Number . Circle any Planning Commission or City Council Action oh this Property: p-Variance, Corxlitional Use Permit, Tract or Parcel Map, Zone Change, . Planned Development, Redevelopment Permit, Specific Plan, Site Development Plan PUN CHECK NUMBER 9Q~ cd 112383 Date 1 90 Prepared byj Jurisdiction rAPT..qRAn VALUATION AND PLAN CHECK FEE • Bidg. Dept. • Esgil PLAN CHECK NO. 9Q'452- BUILDING ADDRESS . ^A-11^ Ltx. Pluvr^ Lv\ APPLICANT/CONTACT Qimv/ ScVvarbir-VV PHONE NO. Ar^Co" OS(cr7 BUILDING OCCUPANCY DESIGNER PHONE TYPE OF CONSTRUCTION CONTRACTOR PHONE BUILDING PORTION BUILDING ARE.'^ VALUATION MULTIPLIER VALUE • S46 (9.0^ •— 1 • Air Conditionine Commercial Residential Res. or Conun. Fire S^jrinklers @ Total Value (092^7 Building Perinit Fee. $_ Plan Check Fee $ COM HENTS: SHEET \ OF (_ 12/87 BUILDING PLANCHECK ENGINEERING CHECKLIST DATE: [Zl COMPLETE PLANCHECK NO. 90-'i^^Z O ITEM INCOMPLETE - NEEDS YOUR ACTION 1 2 3 Z4JZ /iu^A y^ U I S N R X ITEM SELECTED TDD CCC PROJECT ID: 5cHFiizR^arn PinniTMK) HHH E E E LEGAL REQUIREMENTS CCC K ,K K Site Plan 1—1 I—I 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. 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. 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. . 5. 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: A. Site lacks adequate public improvements. B. Existing drainage improvements not shown or in conflict with site plan. C. Site is served by overhead power lines. D. Grading is required to access site, create pad or provide for ultimate street improvement. FRMOOIO.DH 08/29/89 E. Site access visibility problems exist. Provide onsite turnaround or engineered solution to problem. Other; Dedication Requirements _9. No dedication required. A. .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 adjacent to buildinq site must be repaired to the satisfaction of the Citv 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: FRMOOIO.DH 08/29/89 13. 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). .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 qradinq substantially complete and found acceptable to the Citv Inspector prior to issuance of Buildinq Permits. Grading Inspector sign off. Date: By: Miscellaneous Permits .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 fol1owi ng: X 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. A 20. Industrial Waste Permit is not required. FRMOOIO.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 Reauired ///A 22. Park-in-Lieu Fee Quadrant: — Fee per Unit: Total Fee:^ Jjj£r_ZZ. Traffic Impact Fee Fee Per Unit: Total Fee: <^ 24. Bridge and Thoroughfare Fee Fee per Unit: Total Fee: 25. Public Facilities Fee required. j\ilpt 26. Facilities Management Fee Zone l^/pi 27. Sewer Fees^ Permit No Fee: j^lf) 28. Sewer Lateral required: Fee: M ' REMARKS: ENGINEERING AUTHORIZATION TO ISSUE PERMIT BY: .^-^^y^^^Z:f^ ^ ^ Date: S^As/fd FRMOOIO.DH 08/29/89 4 XI V i> ^ a a .a .a u u u V V u £ .c .c u u <-> = = S a. ^ a. • • • • PLANNING CHECKLIST Plan Check No. Address APN: ^J^-C^h I'O . Planner /////^ (AAfn/l?\ Phone 438-1161 (Name) Type of Project and Use Zone 7^"^ 6P4JA^ Facilities Management Zone Legend [T] Item Complete Item Incomplete - Needs your action 1, 2, 3 Number in circle indicates plancheck number that deficiency was identified Environoental Review Required: YES DATE OF COMPLETION: NO TYPE Compliance with conditions of approval? If not, state conditions which require action. Conditions of Approval Discretionary Action Required: YES APPROVAL/RESO. NO. PROJECT NO. • NO TYPE OATE: OTHER RELATED CASES: Compliance with conditions of approval? If not, state conditions which require action. Conditions of Approval • • Coastal: YES NO OATE OF APPROVAL: Compliance with conditions of approval? If not, state conditions which require action. Conditions of Approval •• • •• • ••• • • ••• ••• ••• Landscape Plan Required: YES NO See attached submittal requirements for landscape plans Site Plan: 1 3. 4. Zoning: 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 and dimensioned setbacks. Show on Site Plan: Finish floor elevations, elevations of finish grade adjacent to building, existing topographical lines, existing and proposed slopes and driveway. Provide legal description of property. Provide assessor's parcel number. Setbacks: Front: Int. Side: Street Side: Rear: Lot coverage: Height: Parking: Required Required Required Required Required Required Shown Shown Shown Shown Shown Shown Spaces Required Guest Spaces Required Shown Shown • (D • Additional coMents and renarks hive been aade on the building plans. These marked-up plans aay be picked up at the Building Departaent. These marked- up plans aust be resubaltted with the revised plans for this project. Have plans been marked up? YES NO , Additional Comments (ji6m>e>(Ajn^ Af^ iT^tJ AA' '' ' OK TO ISSUE DATE A<A^i RANCHO PONDEROSA HOMEOWNERS ASSOCIATION RECEWEO REQUEST FOR AUTHORIZATION OF EXTERIOR ADDITION OR ALTERATION INCLUDING LANDSCAPE INSTALLATION/ADDITION APR.O 3,™^ Date Submitted i^yitM^. 20^ l^9D Date Received: Itt'j. Homeowner Names: ]^\jny\ Gl'v^Alj S cJr\(ltlryirilr\ Addressr^^/;i ^JlJ^ji^^ Lo^f^ Lot # A6'S'-0i/-^0 Phone Number: ^J^C-Af/ATfy Work 7.f^-7j^^^ General Description of Work to be Performed: ?^-e.mndc L / )atct.-^ a^<>CiA^/tJ Type of Material to be used; lmr}±t^i±i^i.J^^jy .TA:^^ PLEASE ATTACH SKETCH, PHOTOGRAPH, CONTRACTORS PROPOSAL, OR PAINT CHIP. MAIL COMPLETED FORM AND ATTACHMENTS TO: Architectural Committee c/o Curtis Management Company 10A55 Sorrento Valley Rd. #102, San Diego, CA 92121 DO NOT CONTINUE BELOW THIS LINE UNLESS BOX IS MARKED ( ) Approval of adjoining homes: Owner Name/Addi ess (Front) Signature : Date : Owner Name/Address:(Side) Signature: D ate; Owner Name/Address:(Side) Signature: Date: Owner Name/Address:(Back) Signature : Date :_ Architectural Committee or Landscape Committee Approved/Date : I'l ,M9O Denied/Date Recommended or Acceptable Changes: Cptf>^r/t^^^^^ ^gggv" <^/Ty c<Ai)es.^ Form Revised 1/15/86 CERTIFICATION OF COMPLIANCE CITY OF CARLSBAD Plan Check No. DEVELOPMENT PROCESSING SERVICES DIVISION 2075 LAS PALMAS CARLSBAD, CA 92009 (619) 438-1161 This form shall be used to determine the amount of school fees for a project and to verify that the project applicant has complied with the school fee requirements. No building permits for the projects shall be issued until the certification is signed by the appropriate school district and returned to the City of Carlsbad Building Department. SCHOOL DISTRICT: Carlsbad Unified San Marcos Unified 801 Pine Avenue 270 West San Marcos Blvd. Carlsbad, CA 92009 (43/»-0610) San Marcos, CA 92069 (744-4776) ^ Encinitas Union Elementary San Dieguito Union Higli School 189 Union Street 710 Encinitas Boulevard Encinitas, CA 92024 (944-4306) Encinitas, CA 92024 (753-6491) Project Applicant: rJy^ xf/f B/^*^^^ APN: ^55- of/ -L/Q Project Address: 2ifl^ f(-^/>^A (^^^/W^-^ ^?SKJC1^ RESIDENTIAL: SQ. FT. of living area lCfA<y> Number of dwelling units SQ. FT. of covered area SQ. FT. of garage area COMMERCIAL/ INDUSTRIAL: SQ. FT. AREA Prepared By CU^-^^yr- Date f2^J^/^ d FEE CERTIFICATION (To be completed by the School District) Applicant has complied with fee requirement under Government Code 53080 Project is subject to an existing fee ajgreement Project is exempt from Government Code 53080 Final Map approval and construction started before September 1, 1986. (other school fees paid) Other Residential Fee Levied: $ 9^9^ (f D based on Q sq. ft.@ / /^"^ Comm/Indust Fee Levied: $ based on sq. ft.@ ^.Qy/-^t yfjiAiAtAj^ J \yLyfj(?y-' \y-9~yo School District t)fficial 0^ Title Date AB 2926 and SB 201 fees are capped at $1.5ff per square foot for residential. AB 2926 is capped at $.26 per square foot for commercial/industrial. CERTIFICATION OF COMPLIANCE CITY OF CARLSBAD Plan Check No. DEVELOPMENT PROCESSING SERVICES DIVISION 2075 LAS PALMAS CARLSBAD, CA 92009 (619) 438-1161 This form shall be used to determine the amount of school fees for a project and to verify that the project applicant has complied with the school fee requirements. No building permits for the projects shall be issued until the certification is signed by the appropriate school district and returned to the City of Carlsbad Building Department. SCHOOL DISTRICT: Carlsbad Unified San Marcos Unified 801 Pine Avenue 270 West San Marcos Blvd. Carlsbad, CA 92009 (434-0610) Jan Marcos, CA 92069 (744-4776) Encinitas Union Elementary San Dieguito Union High School 189 Union Street 710 Encinitas Boulevard Encinitas. CA 92024 (944-4306) Encinitas, CA 9202a (753-6IJ91) Project Applicant: r/.^ ^/^ BAI^'^ APN: ^55- of/ -C/Q Project Address: 2if RESIDENTIAL: SQ. FT. of living area jC^O'/^ Number of dwelling units SQ. FT. of covered area SQ. FT. of garage area COMMERCIAL/ INDUSTRIAL: SQ. FT. AREA Prepared By CU-<--t^-«T- Date A9 d FEE CERTIFICATION (To be completed by the School District) ^ Applicant has complied with fee requirement under Government Code 53080 Project is subject to an existing fee agreement Project is exempt from Government Code 53080 Final Map approval and construction started before September 1, 1986. (other school fees paid) Other Residential Fee Levied: $ based on |Mt)C) sq. ft.@ . Comm/InAust Fee Lev/ed:- $ based on sq. ft.@ School District Official Title Date AB 2926 and SB 201 fees are capped at $1.5ff per square foot for residential. AB 2926 is capped at $.26 per square foot for commercial/industrial.